[GRASS-SVN] r41248 - grass/branches/releasebranch_6_4/lib/proj

[svn_grass at osgeo.org]

Author: neteler
Date: 2010-03-01 02:57:43 -0500 (Mon, 01 Mar 2010)
New Revision: 41248

Added:
   grass/branches/releasebranch_6_4/lib/proj/datum_shift.csv
Modified:
   grass/branches/releasebranch_6_4/lib/proj/coordinate_axis.csv
   grass/branches/releasebranch_6_4/lib/proj/ellipsoid.csv
   grass/branches/releasebranch_6_4/lib/proj/gcs.csv
   grass/branches/releasebranch_6_4/lib/proj/gcs.override.csv
   grass/branches/releasebranch_6_4/lib/proj/gdal_datum.csv
   grass/branches/releasebranch_6_4/lib/proj/pcs.csv
   grass/branches/releasebranch_6_4/lib/proj/projop_wparm.csv
   grass/branches/releasebranch_6_4/lib/proj/unit_of_measure.csv
Log:
backport from GDAL: big upgrade to EPSG 7.4.1 with improved datum logic

Modified: grass/branches/releasebranch_6_4/lib/proj/coordinate_axis.csv
===================================================================
--- grass/branches/releasebranch_6_4/lib/proj/coordinate_axis.csv	2010-03-01 06:43:36 UTC (rev 41247)
+++ grass/branches/releasebranch_6_4/lib/proj/coordinate_axis.csv	2010-03-01 07:57:43 UTC (rev 41248)
@@ -1,4 +1,6 @@
 coord_sys_code,coord_axis_name_code,coord_axis_orientation,coord_axis_abbreviation,uom_code,coord_axis_order
+1024,9906,east,M,9001,1
+1024,9907,north,P,9001,2
 4400,9906,east,E,9001,1
 4400,9907,north,N,9001,2
 4401,9906,east,E,9062,1

Added: grass/branches/releasebranch_6_4/lib/proj/datum_shift.csv
===================================================================
--- grass/branches/releasebranch_6_4/lib/proj/datum_shift.csv	                        (rev 0)
+++ grass/branches/releasebranch_6_4/lib/proj/datum_shift.csv	2010-03-01 07:57:43 UTC (rev 41248)
@@ -0,0 +1,715 @@
+"SEQ_KEY","COORD_OP_CODE","SOURCE_CRS_CODE","TARGET_CRS_CODE","REMARKS","COORD_OP_SCOPE","AREA_OF_USE_CODE","AREA_SOUTH_BOUND_LAT","AREA_NORTH_BOUND_LAT","AREA_WEST_BOUND_LON","AREA_EAST_BOUND_LON","SHOW_OPERATION","DEPRECATED","COORD_OP_METHOD_CODE","DX","DY","DZ","RX","RY","RZ","DS","PREFERRED"
+1,1825,4611,4326,Published 1st March 2002.,Accuracy to 1m level.,1118,22.16,22.62,113.89,114.57,1,0,9606,-162.619,-276.959,-161.764,0.067753,-2.243649,-1.158827,-1.094246,1
+2,1826,4612,4326,,"Approximation at the +/- 1m level.",1129,19.01,45.92,122.49,160.09,1,0,9603,0,0,0,,,,,1
+3,1838,4613,4326,Datum shift derived through ITRF93.,Oil exploration.,1328,-1.35,0,116.9,118,1,0,9603,-404.78,685.68,45.47,,,,,0
+4,1897,4613,4326,Accuracy estimate not available.,For military purposes.,2354,-5.72,4.4,104.94,119.62,1,0,9603,-403,684,41,,,,,1
+5,1898,4613,4326,,Oil exploration.,1360,-5.72,4.4,113.69,119.62,1,0,9603,-387.06,636.53,46.29,,,,,0
+6,1899,4613,4326,,Oil exploration.,2770,-2.35,4.4,113.7,119.62,1,0,9603,-403.4,681.12,46.56,,,,,0
+7,1840,4614,4326,"Transformation defines QND95. May be approximated to 1m throughout Qatar by geocentric translation transformation with dX=-127.78098m, dY=-283.37477m, dZ=+21.24081m.",Parameter values are defined and therefore exact.,1346,24.48,26.18,50.75,51.64,1,0,9606,-119.4248,-303.65872,-11.00061,1.164298,0.174458,1.096259,3.657065,1
+8,1888,4615,4326,Derived at 2 stations.,For military purposes only. Accuracy 25m in each axis.,1314,32.39,33.15,-17.27,-16.25,1,0,9603,-499,-249,314,,,,,1
+9,1889,4616,4326,Derived at 1 station.,For military purposes only. Accuracy 25m in each axis.,2779,30.1,30.2,-15.9,-15.8,1,1,9603,-289,-124,60,,,,,0
+10,1965,4616,4326,Derived at 1 station.,For military purposes only. Accuracy 25m in each axis.,2779,30.1,30.2,-15.9,-15.8,1,0,9603,-289,-124,60,,,,,1
+11,1842,4617,4326,"For many purposes NAD83(CSRS) can be considered to be coincident with WGS 84.","Approximation at the +/- 1m level assuming that NAD83(CSRS) is equivalent to WGS 84.",1061,41.68,85.05,-141.15,-48.06,1,0,9603,0,0,0,,,,,1
+12,1946,4617,4326,"Jointly derived by US NGS and Geodetic Survey of Canada - see also code 1901. Strictly between NAD83(CSRS) and ITRF96(1997.0).",Geodesy.,1061,41.68,85.05,-141.15,-48.06,1,0,9607,-0.991,1.9072,0.5129,-0.0257899075194932,-0.0096500989602704,-0.0116599432323421,0,0
+13,1864,4618,4326,Derived at 84 stations.,"For military purposes only. Accuracy 15m, 6m and 9m in X, Y and Z axes.",1341,-56.15,13,-82,-34,1,0,9603,-57,1,-41,,,,,1
+14,1865,4618,4326,Derived at 10 stations.,For military purposes only. Accuracy 5m in each axis.,1033,-60.04,-21.8,-73.62,-53.5,1,0,9603,-62,-1,-37,,,,,0
+15,1866,4618,4326,Derived at 4 stations.,For military purposes. Accuracy 15m in each axis.,1049,-22.91,-9.69,-69.69,-57.49,1,0,9603,-61,2,-48,,,,,0
+16,1867,4618,4326,Derived at 22 stations.,"For military purposes only. Accuracy 3m, 5m and 5m in X, Y and Z axes.",1053,-35.89,7.25,-74.05,-26.12,1,0,9603,-60,-2,-41,,,,,0
+17,1868,4618,4326,Derived at 9 stations.,"For military purposes only. Accuracy 15m, 8m and 11m in X, Y and Z axes.",1066,-60.04,-17.52,-113.28,-66.39,1,0,9603,-75,-1,-44,,,,,0
+18,1869,4618,4326,Derived at 7 stations.,"For military purposes only. Accuracy 6m, 6m and 5m in X, Y and Z axes.",1070,-4.22,15.93,-85.79,-66.91,1,0,9603,-44,6,-36,,,,,0
+19,1870,4618,4326,Derived at 11 stations.,For military purposes. Accuracy 3m in each axis.,3241,-5.01,1.5,-81.45,-75.26,1,0,9603,-48,3,-44,,,,,0
+20,1871,4618,4326,Derived at 1 station.,For military purposes. Accuracy 25m in each axis.,2356,-1.6,1.75,-92,-89,1,0,9603,-47,26,-42,,,,,0
+21,1872,4618,4326,Derived at 5 stations.,"For military purposes only. Accuracy 9m, 5m and 5m in X, Y and Z axes.",1114,1.19,11.98,-61.43,-55.72,1,0,9603,-53,3,-47,,,,,0
+22,1873,4618,4326,Derived at 4 stations.,For military purposes. Accuracy 15m in each axis.,1188,-27.6,-19.31,-62.68,-54.28,1,0,9603,-61,2,-33,,,,,0
+23,1874,4618,4326,Derived at 6 stations.,For military purposes. Accuracy 5m in each axis.,1189,-20.72,-0.03,-84.73,-68.72,1,0,9603,-58,0,-44,,,,,0
+24,1875,4618,4326,Derived at 1 station.,For military purposes only. Accuracy 25m in each axis.,1235,9.82,11.68,-62.08,-58.53,1,0,9603,-45,12,-33,,,,,0
+25,1876,4618,4326,Derived at 5 stations.,"For military purposes only. Accuracy 3m, 6m and 3m in X, Y and Z axes.",1251,0.65,16.76,-73.36,-57.38,1,0,9603,-45,8,-33,,,,,0
+26,1877,4618,4326,"Derived by Brazilian Institute of Geography and Statistics (IBGE) in 1989. Used by ANP. (Note: for historic reasons associated with one-time web url, tfm version uses initials IGBE, not IBGE).",Medium and small scale mapping.,1053,-35.89,7.25,-74.05,-26.12,1,0,9603,-66.87,4.37,-38.52,,,,,0
+27,1879,4619,4326,"Parameter values taken from SWEREF to ETRS89 (1) (code 1878) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.",Geographic Information Systems.,1225,55.2,69.1,10.57,24.18,1,0,9603,0,0,0,,,,,1
+28,1880,4620,4326,Derived at one point in each of Burkina Faso and Niger.,For military purposes. Accuracy 25m in each axis.,2791,9.4,15.71,-5.52,4.63,1,0,9603,-106,-129,165,,,,,1
+29,1903,4621,4326,,"Accuracy +/- 10 metres.",2828,17.65,18.2,-63.18,-62.7,1,0,9603,137,248,-430,,,,,1
+30,1904,4622,4326,,"Accuracy +/- 10 metres.",2829,14.35,16.51,-61.8,-60.75,1,0,9603,-467,-16,-300,,,,,1
+31,1905,4622,4326,,"Accuracy +/- 0.1 metre.",2829,14.35,16.51,-61.8,-60.75,1,0,9606,-472.29,-5.63,-304.12,0.4362,-0.8374,0.2563,1.8984,0
+32,1906,4623,4326,,"Accuracy +/- 10 metres.",3105,2.11,5.95,-54.65,-51.05,1,0,9603,-186,230,110,,,,,1
+33,1907,4624,4326,,"Accuracy +/- 2 metres.",1097,2.11,9.06,-54.65,-49.62,1,0,9603,2,2,-2,,,,,1
+34,1909,4625,4326,,"Accuracy +/- 10 metres.",1156,14.14,16.77,-62.57,-57.51,1,0,9603,186,482,151,,,,,1
+35,1910,4625,4326,,"Accuracy +/- 0.1 metre.",1156,14.14,16.77,-62.57,-57.51,1,0,9606,126.93,547.94,130.41,-2.7867,5.1612,-0.8584,13.8227,0
+36,1911,4626,4326,Derived at 1 station.,"Accuracy +/- 30 metres.",1196,-25.92,-10.6,37.58,58.27,1,1,9603,94,-948,-1292,,,,,0
+37,15751,4626,4326,Derived at 1 station.,For military purposes. Accuracy 25m in each axis.,1196,-25.92,-10.6,37.58,58.27,1,0,9603,94,-948,-1262,,,,,1
+38,1912,4627,4326,,"Accuracy +/- 1 metre.",1196,-25.92,-10.6,37.58,58.27,1,0,9603,0,0,0,,,,,1
+39,1924,4628,4326,,"Accuracy +/- 10 metres.",2811,-17.91,-17.45,-149.96,-149.07,1,0,9603,162,117,154,,,,,1
+40,1913,4629,4326,,"Accuracy +/- 10 metres.",2812,-16.95,-16.62,-151.8,-150.9,1,0,9603,65,342,77,,,,,0
+41,15770,4629,4326,"Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from Tahaa 54 to RGPF (1) (tfm code 15758).","Accuracy +/- 1 metre.",2812,-16.95,-16.62,-151.8,-150.9,1,0,9607,72.438,345.918,79.486,-1.6045,-0.8823,-0.5565,1.3746,1
+42,1914,4630,4326,,"Accuracy +/- 10 metres.",3129,-9.5,-8.75,-140.25,-139.45,1,0,9603,84,274,65,,,,,1
+43,15775,4630,4326,"Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN72 Nuku Hiva to RGPF (1) (tfm code 15763).","Accuracy +/- 1 metre.",2810,-9,-8.75,-140.25,-139.95,1,0,9607,165.732,216.72,180.505,-0.6434,-0.4512,-0.0791,7.4204,0
+44,15776,4630,4326,"Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN72 Nuku Hiva to RGPF (2) (tfm code 15764).","Accuracy +/- 2 metres.",3127,-9,-8.85,-139.6,-139.45,1,0,9607,1363.785,1362.687,398.811,-4.5322,-6.7579,-1.0574,268.361,0
+45,15777,4630,4326,"Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN72 Nuku Hiva to RGPF (2) (tfm code 15765).","Accuracy +/- 1 metre.",3128,-9.5,-9.33,-140.17,-140,1,0,9607,259.551,297.612,197.833,1.4866,2.1224,0.4612,27.0249,0
+46,1915,4631,4326,"Also published in US NIMA/NGA TR8350.2 which gives accuracy of +/-25m in each axis and states that derived at one station.","Accuracy +/- 10 metres.",2816,-49.75,-48.5,68.5,70.6,1,1,9603,145,-187,103,,,,,0
+47,1916,4632,4326,,"Accuracy +/- 10 metres.",1159,-14.37,-11.32,44.13,45.77,1,0,9603,-382,-59,-262,,,,,1
+48,1272,4121,4326,,For applications requiring 1m or better accuracy.,1106,33.23,41.77,18.27,29.97,1,0,9603,-199.87,74.79,246.62,,,,,1
+49,1918,4634,4326,,"Accuracy +/- 10 metres.",1174,-23.46,-17.26,157.09,173.89,1,1,9603,-13,-348,292,,,,,0
+50,1929,4634,4326,,"Accuracy better than +/- 1 metre.",2822,-22.5,-20,163.9,167.1,1,1,9606,97.295,-263.247,310.882,-1.5999,0.8386,3.1409,13.3259,0
+51,1639,4123,4326,"Parameter values from KKJ to ETRS89 (1) (code 1638). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. Replaced by KKJ to WGS 84 (2) (code 10099).",For applications to an accuracy of 1 to 2 metres.,1095,59.3,70.13,19.09,31.59,1,0,9606,-90.7,-106.1,-119.2,4.09,0.218,-1.05,1.37,0
+52,10099,4123,4326,"Parameter values from KKJ to ETRS89 (2) (code 10098). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. Replaces KKJ to WGS 84 (1) (code 1639).",For applications to an accuracy of 1 to 2 metres.,1095,59.3,70.13,19.09,31.59,1,0,9607,-96.062,-82.428,-121.753,-4.801,-0.345,1.376,1.496,1
+53,1680,4124,4326,"Parameter values from RT90 to ETRS89 (1) (code 1437) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaced by RT90 to WGS 84 (2) (code 1896) from 2001.","Approximation at the +/- 1m level.",1225,55.2,69.1,10.57,24.18,1,0,9607,419.3836,99.3335,591.3451,-0.850389,-1.817277,7.862238,-0.99496,1
+54,1788,4124,4326,"Parameter values from RT90 to ETRS89 (1) (code 1787) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Supersedes RT90 to WGS 84 (1) (code 1680).","Approximation at the +/- 1m level.",1225,55.2,69.1,10.57,24.18,1,1,9607,414.1,41.3,603.1,-0.855,2.141,-7.023,0,0
+55,1896,4124,4326,"Parameter values from RT90 to SWEREF99 (1) (code 1895) assuming that SWEREF99 is equivalent to WGS 84 within the accuracy of the transformation. Replaces RT90 to WGS 84 (1) (code 1680).","Approximation at the +/- 1m level.",1225,55.2,69.1,10.57,24.18,1,0,9607,414.1,41.3,603.1,0.855,-2.141,7.023,0,0
+56,1282,4125,4326,Datum shift derived through ITRF93.,Oil exploration.,1328,-1.35,0,116.9,118,1,1,9603,-404.78,685.68,45.47,,,,,0
+57,1923,4638,4326,,"Accuracy +/- 10 metres.",1220,43.53,47.39,-58.02,-55.12,1,0,9603,30,430,368,,,,,1
+58,1683,4127,4326,"Parameter values taken from Tete to Moznet (1) (code 1297) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.",Residuals as high as 30 metres.,1167,-26.88,-9.56,30.23,43,1,0,9607,-115.064,-87.39,-101.716,0.058,-4.001,2.062,9.366,1
+59,1684,4127,4326,"Parameter values taken from Tete to Moznet (2) (code 1298) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.",Residuals are generally under 1 metre.,2350,-26.88,-24,31.8,35.6,1,0,9607,-82.875,-57.097,-156.768,2.158,-1.524,0.982,-0.359,0
+60,1685,4127,4326,"Parameter values taken from Tete to Moznet (3) (code 1299) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.",Residuals are generally under 4 metres.,2351,-24,-20,31.33,35.6,1,0,9607,-138.527,-91.999,-114.591,0.14,-3.363,2.217,11.748,0
+61,1686,4127,4326,"Parameter values taken from Tete to Moznet (4) (code 1300) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.",Residuals are generally under 3 metres.,2352,-20,-16,31.18,40.15,1,0,9607,-73.472,-51.66,-112.482,-0.953,-4.6,2.368,0.586,0
+62,1687,4127,4326,"Parameter values taken from Tete to Moznet (5) (code 1301) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.",Residuals are 5-10 metres.,2353,-16,-9.56,30.23,40.9,1,0,9607,219.315,168.975,-166.145,-0.198,-5.926,2.356,-57.104,0
+63,1934,4640,4326,RRAF 1991 was defined to be WGS84 at a single point in Martinique during the 1988 Tango mission.,"Accuracy +/- 1 metre.",2824,14.4,16.51,-61.8,-60.82,1,1,9603,0,0,0,,,,,0
+64,1928,4641,4326,Withdrawn by information source and replaced by improved information - see tfm code 15901.,"Accuracy better than +/- 1 metre.",2819,-21.7,-21.3,167.75,168.15,1,0,9606,-408.809,366.856,-412.987,1.8842,-0.5308,2.1655,-121.0993,1
+65,15783,4641,4326,Withdrawn by information source and replaced by improved information from local authority - see tfm code 15901.,Accuracy 5 metres.,2819,-21.7,-21.3,167.75,168.15,1,0,9603,287,178,-136,,,,,0
+66,15901,4641,4326,"Parameter values taken from IGN53 Mare to RGNC91-93 (1) ( code 15884) assuming that RGNC91-93 is equivalent to WGS 84 to within the accuracy of the transformation.",Accuracy 2 metres.,2819,-21.7,-21.3,167.75,168.15,1,0,9603,287.58,177.78,-135.41,,,,,0
+67,1302,4130,4326,,For many purposes Moznet can be considered to be coincident with WGS 84. Accuracy better than 1 metre.,1167,-26.88,-9.56,30.23,43,1,0,9607,0,0,0,0,0,0,0,1
+68,1542,4131,4326,Derived at 2 stations.,For military purposes. Accuracy 25m in each axis.,2359,15.9,16.1,107.45,108.4,1,0,9603,198,881,317,,,,,1
+69,1543,4131,4326,Derived at 1 station.,For military purposes. Accuracy 25m in each axis.,2360,8.62,8.76,106.53,106.75,1,0,9603,182,915,344,,,,,0
+70,1513,4132,4326,Derived in 1998 in Kangan district by Geoid for Total. Used for South Pars phases 2 and 3.,Oil exploration.,2362,27.7,28.2,51.8,52.5,1,0,9603,-241.54,-163.64,396.06,,,,,0
+71,1854,4132,4326,Derived by Geoid for Elf in 1999. EGM96 geoid used.,Oil Exploration,2782,26.2,26.8,52.4,53.3,1,0,9603,-239.1,-170.02,397.5,,,,,1
+72,1855,4132,4326,Derived by Geoid for Elf in 1999. EGM96 geoid used.,Oil Exploration,2781,29,29.33,50.15,50.4,1,0,9603,-244.72,-162.773,400.75,,,,,0
+73,1333,4133,4326,,"?",1090,57.57,59.7,21.84,28,1,0,9607,0.055,-0.541,-0.185,-0.0183,0.0003,0.007,-0.014,1
+74,1439,4134,4326,"Replaced PSD93 to WGS 84 (2) (code 8581) in 1997.","Oil exploration. Residuals 0.5m at 67% probability level.",1183,14.01,26.75,51.9,63.05,1,0,9606,-180.624,-225.516,173.919,-0.81,-1.898,8.336,16.71006,1
+75,1617,4134,4326,Accuracy better than 0.5m in block 4.,Oil exploration.,2404,19.58,21.17,56.5,59.02,1,0,9606,-191.808,-250.512,167.861,-0.792,-1.653,8.558,20.703,0
+76,15824,4135,4326,Derived at 15 satellite stations.,"Military mapping. Accuracy +/- 25m in X axis, +/- 20m in Y and Z axes.",1334,18.9,22.24,-160.55,-154.8,1,0,9603,61,-285,-181,,,,,1
+77,15825,4135,4326,Derived at 2 satellite stations.,"Military mapping. Accuracy +/- 25m in each axis.",1546,18.9,20.27,-156.06,-154.8,1,0,9603,89,-279,-183,,,,,0
+78,15826,4135,4326,Derived at 3 satellite stations.,"Military mapping. Accuracy +/- 20m in each axis.",1549,21.87,22.24,-159.79,-159.29,1,0,9603,45,-290,-172,,,,,0
+79,15827,4135,4326,Derived at 2 satellite stations.,"Military mapping. Accuracy +/- 25m in each axis.",1547,20.49,21.22,-157.31,-155.97,1,0,9603,65,-290,-190,,,,,0
+80,15828,4135,4326,Derived at 8 satellite stations.,"Military mapping only. Accuracy +/- 10m in X axis, +/- 6m in Y and Z axes.",1548,21.12,21.72,-158.39,-157.52,1,0,9603,58,-283,-182,,,,,0
+81,1893,4139,4326,Derived at 11 stations.,For military purposes only. Accuracy 3m in each axis.,1335,17.67,18.8,-67.3,-64.25,1,0,9603,11,72,-101,,,,,1
+82,1473,4140,4326,"For many purposes NAD83(CSRS98) can be considered to be coincident with WGS 84.","Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.",1336,44.61,62.56,-120,-57.1,1,1,9603,0,0,0,,,,,0
+83,1073,4141,4326,For more accurate transformation contact Survey of Israel.,"Accuracy: 2m",1126,29.51,33.98,33.47,35.69,1,0,9603,-48,55,52,,,,,1
+84,1469,4142,4326,,"?",2282,5.13,5.92,-4.8,-3.4,1,0,9603,-125,53,467,,,,,1
+85,1470,4143,4326,,"?",2282,5.13,5.92,-4.8,-3.4,1,0,9603,-124.76,53,466.79,,,,,1
+86,1155,4144,4326,Derived at 6 stations.,"For military purposes. Accuracy 10m, 8m and 12m in X, Y and Z axes.",1041,15.09,26.65,88.1,92.72,1,0,9603,282,726,254,,,,,1
+87,1533,4144,4326,,Oil exploration.,2361,14.5,16.5,94,98,1,0,9603,214,804,268,,,,,0
+88,1247,4145,4326,"Care! DMA ellipsoid is inconsistent with EPSG ellipsoid - transformation parameter values may not be appropriate. No accuracy estimate available.",For military purposes.,1184,20.59,37.08,60.91,77.87,1,0,9603,283,682,231,,,,,1
+89,15494,4145,4326,Derived by Fugro-Geodetic in 2004 at 6 closely-spaced stations. Used by OMV in all blocks in Pakistan where operator.,Oil exploration.,3589,26.5,27.5,68.25,69.25,1,0,9603,274.164,677.282,226.704,,,,,0
+90,15701,4145,4326,Derived at Geodetic Survey office in Karachi in 1997.,Oil exploration.,2985,22,25.5,65,69,1,0,9603,275.57,676.78,229.6,,,,,0
+91,15702,4145,4326,"Derived at station S0001, an approximate offset to Survey of India primary station Kat Baman, in 1992 from 180 single point Transit passes observed in 1991 by Fugro-Geodetic for UTP.",Oil exploration.,2984,24,25.36,67.8,68.79,1,0,9603,278.9,684.39,226.05,,,,,0
+92,15703,4145,4326,Derived at Chitrawala triangulation station by Fugro-Geodetic for UTP.,Oil exploration.,2982,24.8,25.1,66.8,67.2,1,0,9603,271.905,669.593,231.495,,,,,0
+93,15704,4145,4326,Derived by Western Geophysical for UTP 1996 East Sind 2D survey.,Oil exploration.,2983,26,27,68,71.1,1,0,9606,230.25,632.76,161.03,-1.114,1.115,1.212,12.584,0
+94,1156,4146,4326,"Care! DMA ellipsoid is inconsistent with EPSG ellipsoid - transformation parameter values may not be appropriate. Derived at 7 stations.","For military purposes. Accuracy 12m, 10m and 15m in X, Y and Z axes.",2411,6.75,35.51,68.14,97.38,1,0,9603,295,736,257,,,,,1
+95,1544,4147,4326,Derived in Vung Tau area.,Oil exploration.,1494,8.54,12.33,104.5,107.5,1,0,9603,-17.51,-108.32,-62.39,,,,,1
+96,1505,4148,4326,,For many purposes Hartebeesthoek94 datum can be considered to be coincident with WGS 84.,1215,-50.34,-22.14,14.03,41.16,1,0,9603,0,0,0,,,,,1
+97,1508,4149,4326,"Implemented in Bundesamt für Landestopographie programme GRANIT.","?",1286,45.83,47.81,5.97,10.49,1,1,9607,660.077,13.551,369.344,0.804816,0.577692,0.952236,5.66,0
+98,1510,4149,4326,"These parameters are strictly between CH1903+ and CHTRF95 but are used from CH1903 as an approximation which is within the accuracy of the distortions in the CH1903 network.",Accuracy 1.5 metres.,1286,45.83,47.81,5.97,10.49,1,1,9603,674.374,15.056,405.346,,,,,0
+99,1753,4149,4326,"Implemented in Bundesamt für Landestopographie programme GRANIT. Used from 1987 to 1997. Not recommended for current usage - replaced by CH1903 to WGS 84 (2) (code 1766).","?",1286,45.83,47.81,5.97,10.49,1,0,9607,660.077,13.551,369.344,0.804816,0.577692,0.952236,5.66,0
+100,1766,4149,4326,"These parameters are derive from CH1903+ to ETRS89 (code 1647) and are used at lesser precision from CH1903 to WGS 84 as an approximation which is within the accuracy of the distortions in the CH1903 network. Replaces CH1903 to WGS 84 (1) (code 1753).",Accuracy 1.5 metres.,1286,45.83,47.81,5.97,10.49,1,0,9603,674.4,15.1,405.3,,,,,1
+101,1676,4150,4326,"Parameter values are from CH1903+ to CHTRF95 (1) (code 1509) assuming that CHTRF95 is equivalent to WGS 84. That transformation is also given as CH1903+ to ETRS89 (1) (code 1647). CHTRF95 is a realisation of ETRS89.","Approximation at the +/- 1m level.",1286,45.83,47.81,5.97,10.49,1,0,9603,674.374,15.056,405.346,,,,,1
+102,1511,4151,4326,,For many purposes CHTRF95 can be considered to be coincident with WGS 84.,1286,45.83,47.81,5.97,10.49,1,0,9603,0,0,0,,,,,1
+103,1580,4152,4326,"For many purposes NAD83(HARN) can be considered to be coincident with WGS 84.","Approximation at the +/- 1m level assuming that NAD83(HARN) is equivalent to WGS 84.",1337,-14.57,49.39,140.08,-63.88,1,0,9603,0,0,0,,,,,1
+104,1900,4152,4326,"Strictly between NAD83(HARN) and ITRF94(1996.0). Replaced by NAD83(HARN) to WGS 84 (3) (code 1901).",Historical record only - superseded - see remarks.,1323,24.53,49.39,-124.85,-67.07,1,0,9607,-0.9738,1.9453,0.5486,-0.0275507901704247,-0.0100492213603585,-0.0113590028800276,0,0
+105,1901,4152,4326,"Jointly derived by US NGS and Geodetic Survey of Canada as transformation to target CRS of ITRF96(1997.0) - see also tfm code 1946. In USA only replaces NAD83 to WGS 84 (2) (code 1900).","Geodesy. Accuracy with respect to CORS at stations adjusted to HARN network is better than 0.05-0.07m. For locations outside a HARN network (i.e. NAD83), accuracy may be only 1m but will usually be better than 0.5m.",1323,24.53,49.39,-124.85,-67.07,1,0,9607,-0.991,1.9072,0.5129,-0.0257899075194932,-0.0096500989602704,-0.0116599432323421,0,0
+106,15930,4152,4326,"Accuracy 0.1 to 0.2m in California, 0.05-0.11 in Oregon, elsewhere better than 0.05m.",For applications to an accuracy of 0.2 metre.,1323,24.53,49.39,-124.85,-67.07,1,1,9603,0,0,0,,,,,0
+107,1512,4153,4326,"Derived in 1998 at Assaluyeh (Taheri refinery) by Geoid for Total. Used for South Pars phases 2 and 3.",Oil industry engineering survey. Used only for terminal site.,1338,27.4,27.6,52.5,52.7,1,0,9603,-133.63,-157.5,-158.62,,,,,1
+108,1141,4154,4326,"Given by DMA as from ED50. OGP interpret that as ED50(ED77) in Iran. Derived at 27 stations.","For military purposes. Accuracy 9m, 12m and 11m in X, Y and Z axes.",1123,23.35,39.8,44.06,63.37,1,0,9603,-117,-132,-164,,,,,1
+109,1514,4154,4326,"Used for South Pars phases 6, 7 and 8.","Transformation for whole country: accuracy about 1m.",1123,23.35,39.8,44.06,63.37,1,0,9606,-110.33,-97.73,-119.85,0.3423,1.1634,0.2715,0.063,0
+110,1856,4154,4326,Derived in Kangan district by Geoid for Total in 1998. Used for South Pars phases 2 and 3.,Petroleum Exploration and Production.,2783,26.55,26.75,52.05,52.3,1,0,9603,-122.89,-159.08,-168.74,,,,,0
+111,1857,4154,4326,Derived in 1999 on Lavan island by Geoid for Elf.,Petroleum Exploration and Production.,2782,26.2,26.8,52.4,53.3,1,0,9603,-84.78,-107.55,-137.25,,,,,0
+112,1858,4154,4326,Derived by Geoid for Elf in 1999. EGM96 geoid used.,Petroleum Exploration and Production.,2781,29,29.33,50.15,50.4,1,0,9603,-123.92,-155.515,-157.721,,,,,0
+113,15745,4154,4326,Derived in Tombak district in March 2005. Used for South Pars phase 11.,Petroleum Exploration and Production.,3140,26.67,26.95,52.17,52.45,1,0,9603,-123.02,-158.95,-168.47,,,,,0
+114,1518,4155,4326,,Accuracy 25m in each axis.,1112,6.38,12.69,-17.07,-7.65,1,0,9603,-83,37,124,,,,,1
+115,1623,4156,4326,"Parameter values from S-JTSK to ETRS89 (1) (code 1622). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 1 metre.,1079,48.56,51.09,12.11,18.98,1,0,9606,570.8,85.7,462.8,4.998,1.587,5.261,3.56,0
+116,1625,4156,4326,"Parameter values from S-JTSK to ETRS89 (2) (code 1624). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 1 metre.,1211,47.74,49.65,16.84,22.58,1,1,9606,559,68.7,451.5,7.92,4.073,4.251,5.71,0
+117,4828,4156,4326,"Parameter values from S-JTSK to ETRS89 (4) (code 4827). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 1 metre.,1211,47.74,49.65,16.84,22.58,1,0,9606,485,169.5,483.5,7.786,4.398,4.103,0,0
+118,15965,4156,4326,Derived at 6 stations.,"For military purposes. Accuracy 4m, 2m and 3m in X, Y and Z axes.",1306,47.74,51.05,12.09,22.56,1,0,9603,589,76,480,,,,,1
+119,1283,4669,4326,,LKS94 is a realisation of ETRS89 coincident to WGS 84 within 1 metre. This transformation has an accuracy equal to the coincidence figure.,1145,53.92,56.48,21.07,26.82,1,0,9603,0,0,0,,,,,1
+120,1099,4670,4326,"Parameter values taken from IGM95 to ETRS89 (1) (code 1098) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation.",Approximation at the 1m level.,1127,34.49,47.12,5.95,18.97,1,0,9603,0,0,0,,,,,1
+121,1859,4159,4326,"Used by Repsol in Murzuq field, and PetroCanada and previous licence holders in NC177 and 72 (En Naga field). Reliability of connection to ELD79 questionned.",Oil Exploration,2785,24,28,13,19,1,0,9603,-69.06,-90.71,-142.56,,,,,0
+122,1860,4159,4326,Derived December 2001 by NAGECO. Connected to ITRF via Remsa 2000 data. Used by TotalFinaElf.,Oil Exploration. 3-dimensional SD at 11 points is 0.5m.,2785,24,28,13,19,1,0,9603,-113.997,-97.076,-152.312,,,,,0
+123,1861,4159,4326,Derived by GEOID in 1994 from Transit satellite data. Used by TotalFinaElf.,Oil Exploration,2786,29.6,29.9,17.2,17.5,1,0,9603,-114.5,-96.1,-151.9,,,,,0
+124,1862,4159,4326,"Derived by Geoid in 2000 from ITRF connection by NAGECO for TotalFinaElf. For historic compatibility TFE use the 1994 tfm ELD79 to WGS 84 (3) (code 1861) rather than this transformation.",Oil Exploration,2786,29.6,29.9,17.2,17.5,1,0,9606,-194.513,-63.978,-25.759,-3.4027,3.756,-3.352,-0.9175,0
+125,1863,4159,4326,"Derived for the Great Man-made River Authority (GMRA).",Engineering survey and oil exploration,2786,29.6,29.9,17.2,17.5,1,0,9607,-389.691,64.502,210.209,-0.086,-14.314,6.39,0.9264,0
+126,15707,4159,4326,"Used by Petrocanada and previous licence holders in Amal field, concession 12.",Oil exploration and production,2987,29.2,29.6,21,21.3,1,0,9603,-118.996,-111.177,-198.687,,,,,0
+127,15778,4159,4326,"Derived by Total at stations SDL 130-03, 04 and 05 in May 2005.",Oil exploration and production.,3142,27.83,28.67,21.17,21.83,1,0,9603,-114.7,-98.5,-150.7,,,,,0
+128,15909,4159,4326,Derived at 29 stations throughout Libya in May 2006.,For applications to an accuracy of 5 metres.,3271,19.51,32.9,9.31,25.15,1,0,9603,-115.8543,-99.0583,-152.4616,,,,,1
+129,15923,4159,4326,"Derived by SDL for Total in Cyrenaica blocks 2 & 4.",Oil and gas exploration.,3477,32,32.67,22.5,23,1,0,9603,-117.7,-100.3,-152.4,,,,,0
+130,1080,4672,4326,Derived at 4 stations.,For military purposes. Accuracy 15m in each axis.,2889,-45,-43,-178,-175,1,0,9603,175,-38,113,,,,,1
+131,1081,4673,4326,Derived at 4 stations using concatenation through WGS72. Parameter vales are also used to transform CI1979 to NZGD2000 - see tfm code 1082.,For applications requiring 2m accuracy.,2889,-45,-43,-178,-175,1,0,9607,174.05,-25.49,112.57,0,0,-0.554,0.2263,1
+132,15894,4674,4326,,Accuracy 1m.,3418,-56.15,32.74,-118.5,-34,1,0,9603,0,0,0,,,,,1
+133,1070,4675,4326,Derived at 5 stations.,For military purposes only. Accuracy 3m in each axis.,1110,12.76,14.01,140.08,145.59,1,0,9603,-100,-248,259,,,,,1
+134,1682,4164,4326,"Parameter values taken from South Yemen to Yemen NGN96 (1) (code 1539) assuming that NGN96 is equivalent to WGS 84 within the accuracy of the transformation.","Approximation at the +/- 1m level.",1340,12,15,42.5,53,1,0,9603,-76,-138,67,,,,,1
+135,1547,4165,4326,Derived at 2 stations.,For military purposes only. Accuracy 25m in each axis.,1113,8.22,12.69,-18.52,-13.65,1,0,9603,-173,253,27,,,,,1
+136,1065,4678,4326,Derived at 25 stations.,Accuracy 5m.,1138,13.92,22.51,100.15,107.76,1,0,9603,44.585,-131.212,-39.544,,,,,1
+137,1565,4167,4326,,Assumes NZGD2000 is coincident to WGS 84 to the 1m accuracy level.,1175,-55.95,-22.74,157.41,-170.89,1,0,9603,0,0,0,,,,,1
+138,1569,4168,4326,Derived at 3 common points.,Military survey,1104,1.08,11.17,-3.9,1.34,1,0,9603,-199,32,322,,,,,1
+139,15495,4168,4326,Derived via WGS 72BE. Found in use within oil industry erroneously concatenated via WGS 72. See tfm code 8571.,Oil industry.,1505,1.08,6.1,-3.9,1.34,1,0,9606,-171.16,17.29,325.21,0,0,0.814,-0.38,0
+140,1577,4169,4326,Transformation based on observations at 2 stations in 1993.,For military purposes. One sigma uncertainty is 25m in each axis.,3109,-14.38,-14.16,-170.85,-169.41,1,0,9603,-115,118,426,,,,,1
+141,1581,4170,4326,,For military purposes. Accuracy 1m in each axis.,3448,-56.15,13,-82,-34,1,0,9603,0,0,0,,,,,1
+142,1671,4171,4326,"Parameter values from RGF93 to ETRS89 (1) (code 1591) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.","Approximation at the +/- 1m level.",1096,41.18,51.54,-9.62,10.3,1,0,9603,0,0,0,,,,,1
+143,1598,4172,4326,,"?",1033,-60.04,-21.8,-73.62,-53.5,1,1,9603,0,0,0,,,,,0
+144,1678,4173,4326,Assumes that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. IRENET95 is a regional realisation of ETRS89.,"Approximation at the +/- 1m level.",1305,51.33,55.4,-10.6,-5.33,1,0,9603,0,0,0,,,,,1
+145,15738,4686,4326,,MAGNA-SIRGAS is a realisation of WGS 84 coincident to within 1 metre. This transformation has an accuracy equal to the coincidence figure.,1070,-4.22,15.93,-85.79,-66.91,1,0,9603,0,0,0,,,,,1
+146,1614,4175,4326,"Determined at 8 stations. Info. source has the source CRS as Sierra Leone 1960. Sierra Leone 1968 is a readjustment of the 1960 network: coordinates changed by less than 3 metres.","Accuracy +/- 15m in each axis.",1209,4.27,10,-15.68,-10.27,1,0,9603,-88,4,101,,,,,1
+147,1890,4176,4326,For many purposes Australian Antarctic can be considered to be coincident with WGS 84.,"Approximation at the +/- 1m level assuming that Australian Antarctic is equivalent to WGS 84.",1031,-90,-60,-180,180,1,0,9603,0,0,0,,,,,1
+148,15773,4689,4326,"Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN63 Hiva Oa to RGPF (1) (tfm code 15761).","Accuracy +/- 1 metre.",3131,-9.88,-9.67,-139.18,-138.8,1,0,9607,410.721,55.049,80.746,-2.5779,-2.3514,-0.6664,17.3311,1
+149,15774,4689,4326,"Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN63 Hiva Oa to RGPF (2) (tfm code 15762).","Accuracy +/- 2 metres.",3132,-10.05,-9.88,-139.15,-139,1,0,9607,374.716,-58.407,-0.957,-16.2111,-11.4626,-5.5357,-0.5409,0
+150,1675,4178,4326,"Parameter values from Pulkovo 1942(83) to ETRS89 (1) (code 1674) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.",Residuals under 2 m.,1343,50.17,54.72,9.87,15.03,1,0,9607,24,-123,-94,-0.02,0.25,0.13,1.1,0
+151,15996,4178,4326,Derived at 5 stations.,For military purposes. Accuracy 2m in each axis.,1119,45.78,48.6,16.12,22.91,1,0,9603,28,-121,-77,,,,,0
+152,15998,4178,4326,Derived at 6 stations.,"For military purposes only. Accuracy 3m, 3m and 2m in X, Y and Z axes.",1306,47.74,51.05,12.09,22.56,1,0,9603,26,-121,-78,,,,,1
+153,1645,4179,4326,"Parameter values from Pulkovo 1942(58) to ETRS89 (1) (code 1644). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 1 metre.,1192,49.03,55.95,14.14,24.16,1,0,9606,33.4,-146.6,-76.3,-0.359,-0.053,0.844,-0.84,1
+154,15496,4179,4326,,Oil exploration,1197,43.62,48.26,20.26,31.5,1,0,9603,44.107,-116.147,-54.648,,,,,0
+155,15497,4179,4326,Derived at 4 stations.,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",1197,43.62,48.26,20.26,31.5,1,0,9603,28,-121,-77,,,,,0
+156,15995,4179,4326,"Parameter values taken from Pulkovo 1942(58) to ETRS89 (4) (code 15994) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.","Accuracy of 1.5 to 3 metres horizontal, 3 to 5m vertical.",1197,43.62,48.26,20.26,31.5,1,0,9607,2.329,-147.042,-92.08,0.309,-0.325,-0.497,5.69,0
+157,15997,4179,4326,Derived at 11 stations.,"For military purposes only. Accuracy 4m, 2m and 4m in X, Y and Z axes.",1192,49.03,55.95,14.14,24.16,1,0,9603,23,-124,-82,,,,,0
+158,15999,4179,4326,Derived at 7 stations.,For military purposes. Accuracy 3m in each axis.,1025,39.67,42.69,18.45,21.06,1,0,9603,24,-130,-92,,,,,0
+159,1649,4180,4326,"Parameter values taken from EST97 to ETRS89 (1) (code 1648). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 1 metre.,1090,57.57,59.7,21.84,28,1,0,9603,0,0,0,,,,,1
+160,1643,4181,4326,"Parameter values from Luxembourg 1930 to ETRS89 (1) (code 1642). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 1 metre.,1146,49.48,50.21,5.73,6.53,1,0,9606,-193,13.7,-39.3,-0.41,-2.933,2.688,0.43,1
+161,1210,4694,4326,,POSGAR 94 is a local realisation of WGS 84.,1033,-60.04,-21.8,-73.62,-53.5,1,0,9603,0,0,0,,,,,1
+162,1886,4183,4326,Derived at 5 stations.,For military purposes only. Accuracy 3m in each axis.,1301,38.35,39.15,-28.85,-27,1,0,9603,-104,167,-38,,,,,1
+163,1885,4184,4326,Derived at 2 stations.,For military purposes only. Accuracy 25m in each axis.,1345,36.9,37.95,-25.9,-24.95,1,0,9603,-203,141,53,,,,,1
+164,15794,4708,4326,Derived at 1 satellite station.,For military purposes only. Accuracy 25m in each axis.,1069,-15.54,-5.89,93.54,102.43,1,0,9603,-491,-22,435,,,,,1
+165,15850,4698,4326,"Also published in US NIMA/NGA TR8350.2 which gives accuracy of +/-25m in each axis and states that derived at one station.","Accuracy +/- 10 metres.",2816,-49.75,-48.5,68.5,70.6,1,0,9603,145,-187,103,,,,,1
+166,15784,4699,4326,Derived at 17 stations in 1994 by University of East London. Residuals less than 2m.,Accuracy 2m.,3209,-20.5,-19.95,57.3,57.8,1,0,9603,-770.1,158.4,-498.2,,,,,1
+167,1955,4188,4326,"Parameter values from TM75 to ETRS89 (2) (code 1953). Assumes each pair of (i) OSNI 1952 and TM75, and (ii) ETRS89 and WGS 84, can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 1 metre.,2530,54.01,55.31,-8.2,-5.42,1,0,9606,482.5,-130.6,564.6,-1.042,-0.214,-0.631,8.15,1
+168,1768,4189,4326,,"Approximation at the +/- 1m level.",1251,0.65,16.76,-73.36,-57.38,1,0,9603,0,0,0,,,,,1
+169,1773,4190,4326,,"Approximation at the +/- 1m level.",1033,-60.04,-21.8,-73.62,-53.5,1,0,9603,0,0,0,,,,,1
+170,15780,4190,4326,,"Approximation at the +/- 1m level.",1033,-60.04,-21.8,-73.62,-53.5,1,1,9603,0,0,0,,,,,0
+171,15873,4192,4326,Derived at Manoca tower assuming the pyramid on the tower and the centre of the tower resevoir are co-located. This assumption carries a few metres uncertainty.,Oil exploration.,2555,1.5,5,8.4,12,1,0,9603,-206.1,-174.7,-87.7,,,,,1
+172,1796,4193,4326,"Derived at two points, checked at a third by Stolt Comex Seaway and Geoid for Elf.",Oil industry,2555,1.5,5,8.4,12,1,0,9603,-70.9,-151.8,-41.4,,,,,1
+173,1797,4194,4326,Derived at 2 stations.,"For military purposes. Accuracy 25m, 25m and 32m in X, Y and Z axes.",2407,59.75,72,-55,-40,1,0,9603,164,138,-189,,,,,0
+174,1798,4194,4326,,Topographic mapping.,3362,59.75,79,-73,-42,1,0,9606,163.511,127.533,-159.789,0,0,0.814,-0.6,1
+175,1799,4195,4326,,Topographic mapping.,2570,68,75,-30,-21,1,0,9606,105,326,-102.5,0,0,0.814,-0.6,1
+176,1800,4196,4326,,Topographic mapping.,2571,65,68,-40,-28,1,0,9606,-45,417,-3.5,0,0,0.814,-0.6,1
+177,15796,4709,4326,Derived at 1 satellite station.,For military purposes only. Accuracy 25m in each axis.,3200,24.74,24.823,141.28,141.36,1,0,9603,145,75,-272,,,,,1
+178,15798,4710,4326,Derived at 1 satellite station.,For military purposes only. Accuracy 25m in each axis.,3183,-16.03,-15.88,-5.81,-5.63,1,0,9603,-320,550,-494,,,,,1
+179,15799,4711,4326,Derived at 1 satellite station.,For military purposes only. Accuracy 25m in each axis.,3203,24.26,24.32,153.95,154.01,1,0,9603,124,-234,-25,,,,,1
+180,1281,4200,4326,"Derived through concatenation of Pulkovo 1995 to PZ-90 (1) (tfm code 1257) and PZ-90 to WGS 84 (2) (tfm code 1244). Mandated for use in Russia by GosStandard of Russia Decree #327 of August 9, 2001.",Accuracy 1 metre.,1198,41.17,82,19.2,-168.98,1,0,9607,24.82,-131.21,-82.66,0,0,-0.16,-0.12,1
+181,1100,4201,4326,Derived at 22 stations.,For military purposes only. Accuracy 5m in each axis.,1271,3.41,22.23,21.83,47.99,1,0,9603,-166,-15,204,,,,,1
+182,1101,4201,4326,"Derived at 1 station connected to the Adindan network through the 1968-69 12th parallel traverse. Note: Adindan datum is used in Ethiopia and Sudan, not Burkino Faso.",For military purposes. Accuracy 25m in each axis.,1057,9.4,15.08,-5.52,2.4,1,0,9603,-118,-14,218,,,,,0
+183,1102,4201,4326,"Derived at 1 station connected to the Adindan network through the 1968-69 12th parallel traverse. Note: Adindan datum is used in Ethiopia and Sudan, not Cameroon.",For military purposes. Accuracy 25m in each axis.,3226,1.66,13.09,8.51,16.22,1,0,9603,-134,-2,210,,,,,0
+184,1103,4201,4326,Derived at 8 stations.,For military purposes. Accuracy 3m in each axis.,1091,3.4,14.88,32.99,48.12,1,0,9603,-165,-11,206,,,,,0
+185,1104,4201,4326,"Derived at 1 station connected to the Adindan network through the 1968-69 12th parallel traverse. Note: Adindan datum is used in Ethiopia and Sudan, not Mali.",For military purposes. Accuracy 25m in each axis.,1153,10.15,25.02,-12.25,4.26,1,0,9603,-123,-20,220,,,,,0
+186,1105,4201,4326,"Derived at 2 stations connected to the Adindan network through the 1968-69 12th parallel traverse. Note: Adindan datum is used in Ethiopia and Sudan, not Senegal.",For military purposes. Accuracy 25m in each axis.,3304,12.32,16.7,-17.55,-11.37,1,0,9603,-128,-18,224,,,,,0
+187,1106,4201,4326,Derived at 14 stations.,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",3311,3.49,22.25,21.84,38.6,1,0,9603,-161,-14,205,,,,,0
+188,1108,4202,4326,Derived at 105 stations.,For military purposes only. Accuracy 3m in each axis.,2575,-45,-10,108,155,1,0,9603,-133,-48,148,,,,,0
+189,1665,4202,4326,"Parameter values from AGD66 to GDA94 (2) (code 1458). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.",Recommended for mid-accuracy use in A.C.T. 1m accuracy.,2283,-35.92,-35.16,148.77,149.4,1,0,9607,-129.193,-41.212,130.73,-0.246,-0.374,-0.329,-2.955,0
+190,1666,4202,4326,"Parameter values from AGD66 to GDA94 (4) (code 1460). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.",Recommended for mid-accuracy use in NSW and Victoria. 1m accuracy.,2286,-39.15,-28.15,140.95,153.62,1,0,9607,-119.353,-48.301,139.484,-0.415,-0.26,-0.437,-0.613,0
+191,1667,4202,4326,"Parameter values from AGD66 to GDA94 (8) (code 1594). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.",Recommended for mid-accuracy use in Tasmania. 1m accuracy.,1282,-43.8,-39.57,143.83,148.96,1,0,9607,-120.271,-64.543,161.632,-0.217,0.067,0.129,2.499,0
+192,1668,4202,4326,"Parameter values from AGD66 to GDA94 (9) (code 1595). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.",Recommended for mid-accuracy use in Northern Territory. 1m accuracy.,2284,-26,-11.02,129,138,1,0,9607,-124.133,-42.003,137.4,0.008,-0.557,-0.178,-1.854,0
+193,15788,4202,4326,"Parameter values from AGD66 to GDA94 (1) (code 1278). Derived at 162 stations. Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.",5m accuracy.,2575,-45,-10,108,155,1,0,9603,-127.8,-52.3,152.9,,,,,0
+194,15980,4202,4326,"Parameter values from AGD66 to GDA94 (12) (code 15979). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation. Use only offshore: onshore tfms 1665-68 for ACT, NSW/Vic, Tas and NT respectively are more accurate.",3m accuracy.,3559,-60.04,-8.86,110.77,174.1,1,0,9607,-117.808,-51.536,137.784,-0.303,-0.446,-0.234,-0.29,1
+195,1109,4203,4326,Derived at 90 stations.,For military purposes only. Accuracy 2m in each axis.,2575,-45,-10,108,155,1,0,9603,-134,-48,149,,,,,1
+196,1236,4203,4326,"""Higgins parameters"". Replaced by AGD84 to GDA94 (2) (code 1280) and AGD84 to WGS 84 (7) (code 1669).",Preliminary estimate.,2575,-45,-10,108,155,1,0,9607,-116,-50.47,141.69,-0.23,-0.39,-0.344,0.0983,0
+197,1669,4203,4326,"Parameter values from AGD84 to GDA94 (2) (code 1280). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation. Replaces AGD84 to WGS 84 (2) (code 1236).",1m accuracy.,2575,-45,-10,108,155,1,0,9607,-117.763,-51.51,139.061,-0.292,-0.443,-0.277,-0.191,0
+198,15789,4203,4326,"Parameter values from AGD84 to GDA94 (1) (code 1279). Derived at 327 stations. Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.",5m accuracy.,2575,-45,-10,108,155,1,0,9603,-128.5,-53,153.4,,,,,0
+199,1055,4204,4326,Derived at station K1.,1 metre accuracy.,1136,28.56,30.1,46.57,49.24,1,0,9603,-145.7,-249.1,1.5,,,,,0
+200,1056,4204,4326,"Derivation is more precise, but no evidence that accuracy is better than Ain el Abd to WGS 84 (3). OGP recommends using Ain el Abd to WGS 84 (3).",1 metre accuracy.,1136,28.56,30.1,46.57,49.24,1,0,9607,-85.645,-273.077,-79.708,-2.289,1.421,-2.532,3.194,0
+201,1057,4204,4326,.,1 metre accuracy.,2956,29.1,30.1,46.57,49.24,1,0,9607,-202.234,-168.351,-63.51,-3.545,-0.659,1.945,2.1,0
+202,1058,4204,4326,,1 metre accuracy.,2957,28.56,29.33,46.57,48.45,1,0,9607,-18.944,-379.364,-24.063,-0.04,0.764,-6.431,3.657,0
+203,1110,4204,4326,Derived at 2 stations.,For military purposes. Accuracy 25m in each axis.,1040,25.57,27.18,50.3,51.41,1,0,9603,-150,-250,-1,,,,,0
+204,1111,4204,4326,Derived at 9 stations.,For military purposes. Accuracy 10m in each axis.,1206,15.9,32.26,34.27,55.7,1,0,9603,-143,-236,7,,,,,1
+205,1107,4205,4326,Derived at 1 station.,For military purposes. Accuracy 25m in each axis.,1214,-2.39,13.4,41.01,54.98,1,0,9603,-43,-163,45,,,,,1
+206,15805,4718,4326,Derived at 1 satellite station.,"Military and topographic mapping. Accuracy +/- 25m in each axis.",3198,-8.15,-8,156.7,156.9,1,0,9603,230,-199,-752,,,,,0
+207,15807,4718,4326,Derived at 1 satellite station.,"Military and topographic mapping. Accuracy +/- 25m in each axis.",3197,-9.96,-9.24,159.56,160.91,1,0,9603,252,-209,-751,,,,,1
+208,1944,4207,4326,"Parameter values from Lisbon to ETRS89 (2) (code 1790). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 2 metres.,1294,37.01,42.15,-9.5,-6.19,1,1,9606,-282.1,-72.2,120,-1.592,0.145,-0.89,-4.46,0
+209,1984,4207,4326,,For low resolution applications.,1294,37.01,42.15,-9.5,-6.19,1,0,9603,-304.046,-60.576,103.64,,,,,1
+210,1988,4207,4326,,For medium resolution applications.,1294,37.01,42.15,-9.5,-6.19,1,0,9607,-288.885,-91.744,126.244,1.691,-0.41,0.211,-4.598,0
+211,1549,4208,4326,,Oil exploration.,2307,-27.83,-18.18,-48.45,-38,1,1,9603,-158,315,-148,,,,,0
+212,1550,4208,4326,,Oil exploration.,2308,-9.8,-9,-39,-37.5,1,0,9603,-139.62,290.53,-150.29,,,,,0
+213,1551,4208,4326,,Oil exploration.,2309,-10.6,-9.8,-39,-37.5,1,0,9603,-141.15,293.44,-150.56,,,,,0
+214,1552,4208,4326,,Oil exploration.,2310,-11.4,-10.6,-39,-37.5,1,0,9603,-142.48,296.03,-149.74,,,,,0
+215,10089,4208,4326,Used by ExxonMobil for block BMS1.,Oil exploration.,2962,-27.83,-23.5,-48.45,-41.5,1,0,9603,-163.466,317.396,-147.538,,,,,0
+216,10090,4208,4326,"Used by ExxonMobil for block BC10. Derived from earlier Shell position vector tfm where dX = -181m, dY = +294m, dZ = -144.5m, rX = rY = 0, rZ = +0.554s, dS = +0.219 ppm.",Oil exploration.,2963,-24.42,-21,-41.5,-38.5,1,0,9603,-170,305,-145,,,,,0
+217,10091,4208,4326,Used by ExxonMobil for block BMES1.,Oil exploration.,2964,-21.29,-18.18,-39.37,-38,1,0,9603,-162.904,312.531,-137.109,,,,,0
+218,10092,4208,4326,Used by ExxonMobil for block BP1.,Oil exploration.,2965,-34,-32,-51.3,-48.5,1,0,9603,-158,309,-151,,,,,0
+219,10093,4208,4326,Used by ExxonMobil for offshore regional studies.,Oil exploration.,2966,-34,-18,-53,-36,1,0,9603,-161,308,-142,,,,,1
+220,10094,4208,4326,Derived by IGN in 1992 at 7 stations within Nouakchott city.,Oil exploration.,2972,17.8,18.3,-18.1,-15.75,1,1,9603,124.5,-63.5,-281,,,,,0
+221,15710,4208,4326,Provided by Petrobras for Barracuda Caratinga project. Understood to be Petrobras preferred parameters for all purposes in the area.,Oil exploration.,2963,-24.42,-21,-41.5,-38.5,1,0,9603,-160,315,-142,,,,,0
+222,15711,4208,4326,Provided by Petrobras for Barracuda Caratinga project. Understood to be Petrobras preferred parameters for all purposes in the area.,Oil exploration.,2962,-27.83,-23.5,-48.45,-41.5,1,0,9603,-158,309,-147,,,,,0
+223,15712,4208,4326,Provided by Petrobras for Barracuda Caratinga project. Understood to be Petrobras preferred parameters for all purposes in the area.,Oil exploration.,2964,-21.29,-18.18,-39.37,-38,1,0,9603,-161,310,-145,,,,,0
+224,15754,4208,4326,"Mean for 3 basins. See Aratu to WGS 84 (10) through (12) (codes 15710-12) for transformations for individual basins.",Oil exploration.,2307,-27.83,-18.18,-48.45,-38,1,0,9603,-158,315,-148,,,,,0
+225,1113,4209,4326,Derived at 41 stations.,"For military purposes only. Accuracy 20m, 33m and 20m in X, Y and Z axes.",2312,-30.65,-8.2,20,35.92,1,0,9603,-143,-90,-294,,,,,1
+226,1114,4209,4326,Derived at 9 stations.,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",1051,-26.88,-17.78,20,29.37,1,0,9603,-138,-105,-289,,,,,0
+227,1115,4209,4326,Derived at 3 stations.,For military purposes. Accuracy 20m in each axis.,1058,-4.46,-2.3,29,30.87,1,1,9603,-153,-5,-292,,,,,0
+228,1116,4209,4326,Derived at 5 stations.,"For military purposes. Accuracy 3m, 3m and 8m in X, Y and Z axes.",1141,-30.68,-28.59,27.03,29.47,1,0,9603,-125,-108,-295,,,,,0
+229,1117,4209,4326,Derived at 6 stations.,"For military purposes. Accuracy 9m, 24m and 8m in X, Y and Z axes.",1150,-17.15,-9.38,32.7,35.95,1,0,9603,-161,-73,-317,,,,,0
+230,1118,4209,4326,Derived at 4 stations.,For military purposes. Accuracy 15m in each axis.,1224,-27.31,-25.74,30.82,32.15,1,0,9603,-134,-105,-295,,,,,0
+231,1119,4209,4326,Derived at 2 stations.,For military purposes. Accuracy 25m in each axis.,1259,-13.46,5.38,12.21,31.3,1,1,9603,-169,-19,-278,,,,,0
+232,1120,4209,4326,Derived at 5 stations.,"For military purposes. Accuracy 21m, 21m and 27m in X, Y and Z axes.",1260,-18.09,-8.2,22.01,33.72,1,0,9603,-147,-74,-283,,,,,0
+233,1121,4209,4326,Derived at 10 stations.,"For military purposes. Accuracy 5m, 8m and 11m in X, Y and Z axes.",1261,-22.43,-15.63,25.25,33.09,1,0,9603,-142,-96,-293,,,,,0
+234,1122,4210,4326,Derived at 25 stations.,For military purposes only. Accuracy 20m in each axis.,2311,-11.74,4.62,29.34,41.91,1,0,9603,-160,-6,-302,,,,,1
+235,1284,4210,4326,Derived at 24 stations.,"For military purposes. Accuracy 4m, 3m and 3m in X, Y and Z axes.",1132,-4.9,5.03,33.93,45.17,1,0,9603,-157,-2,-299,,,,,0
+236,1285,4210,4326,Derived at 12 stations.,"For military purposes. Accuracy 6m, 9m and 10m in X, Y and Z axes.",1230,-11.75,-1,29.36,43.51,1,0,9603,-175,-23,-303,,,,,0
+237,3998,4210,4326,"Derived at 3 stations. From inspection of parameter values and geographic applicability of CRS, OGP believes that the published source CRS (Arc 1950) has been misidentified by information source. Analysis of TR8350.2 contour charts suggest Arc 1960.",For military purposes. Accuracy 20m in each axis.,1058,-4.46,-2.3,29,30.87,1,0,9603,-153,-5,-292,,,,,0
+238,1123,4211,4326,"Note: The area of use cited for this transformation (Sumatra) is not consistent with the area of use (Java) for the Batavia (Genuk) coordinate reference system. Derived at 5 stations.",For military purposes. Accuracy 3m in each axis.,1355,-6.5,6,95,108.55,1,0,9603,-377,681,-50,,,,,1
+239,1813,4211,4326,Used by ARCO offshore NW Java area.,Oil industry operations.,2577,-6,-2.75,106,110,1,0,9603,-378.873,676.002,-46.255,,,,,0
+240,1814,4211,4326,Used by PT Komaritim for Nippon Steel during East Java Gas Pipeline construction.,Oil industry operations.,2588,-7,-4,112,118.5,1,0,9603,-377.7,675.1,-52.2,,,,,0
+241,15793,4212,4326,"Derived at 2 stations (S40 and M1, St Annes Tower) in 2004.",Accuracy 2.5m.,1042,11.04,14.75,-60.71,-57.5,1,0,9603,31.95,300.99,419.19,,,,,1
+242,15809,4725,4326,"Derived at 2 satellite stations. Note: NGA online html files carry a different dZ value - OGP believe this is an erroneous transcription from the TR8350.2 line above.","Military and topographic mapping. Accuracy +/- 25m in each axis.",3201,16,16.81,-169.63,-169.3,1,0,9603,189,-79,-202,,,,,1
+243,15814,4726,4326,Determined from 1 satellite station.,"Military mapping. Accuracy +/- 25m in each axis.",3186,19.65,19.76,-80.1,-79.71,1,0,9603,42,124,147,,,,,1
+244,15829,4726,4326,Determined from 2 satellite stations.,"Topographic survey. Accuracy +/- 1m.",3186,19.65,19.76,-80.1,-79.71,1,0,9603,44.4,109,151.7,,,,,0
+245,15800,4713,4326,Derived at 1 satellite station.,For military purposes only. Accuracy 25m in each axis.,1081,10.94,12.83,41.78,44.05,1,0,9603,-79,-129,145,,,,,1
+246,1124,4216,4326,Derived at 3 stations.,For military purposes. Accuracy 20m in each axis.,1047,28.87,35.77,-68.23,-61.34,1,0,9603,-73,213,296,,,,,1
+247,15970,4216,4326,"Parameter values from Bermuda 1957 to BDA2000 (1) (code 15969). Assumes BDA2000 and WGS 84 can be considered the same to within the accuracy of the transformation.","Accuracy +/- 1 metre.",1047,28.87,35.77,-68.23,-61.34,1,0,9607,-292.295,248.758,429.447,-4.9971,-2.99,-6.6906,1.0289,0
+248,15819,4729,4326,Derived at 1 satellite station.,"Millitary and topographic mapping. Accuracy +/- 25 m in each axis.",3208,-25.16,-25,-130.18,-129.99,1,0,9603,185,165,42,,,,,1
+249,1125,4218,4326,Derived in 1987 at 7 stations.,"For military purposes. Accuracy 6m, 5m and 6m in X, Y and Z axes.",1070,-4.22,15.93,-85.79,-66.91,1,0,9603,307,304,-318,,,,,1
+250,1597,4218,4326,Derived in 1995 by WGC at first order stations Recreo and Mena via multi-day ties to 4 IGS stations. Residuals under 20cm.,Oil exploration.,2315,4.75,5.67,-73,-72.25,1,0,9603,304.5,306.5,-318.1,,,,,0
+251,15715,4218,4326,"Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (1) (tfm code 15714).","Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",3082,10,13,-73,-71,1,0,9607,-806.413,-263.5,-622.671,12.4142185637707,-2.99084175323096,-39.0346863906349,-20.81616,0
+252,15717,4218,4326,"Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (2) (tfm code 15716).","Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",3083,9.4,11.6,-76,-73,1,0,9607,100.783,187.382,-47,-9.22383004903209,2.42380329967319,-8.30827832824698,-13.56561,0
+253,15719,4218,4326,"Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (3) (tfm code 15718).","Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",3084,8,9.4,-77.6,-74.4,1,0,9607,336.026,348.565,252.978,-17.2412894390071,-6.30649282215535,1.56204977191825,-5.771909,0
+254,15721,4218,4326,"Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (4) (tfm code 15720).","Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",3085,5,9.4,-74.4,-72,1,0,9607,963.273,486.386,190.997,-16.4850360280866,-1.66882584284416,21.6928490465265,-13.89914,0
+255,15723,4218,4326,"Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (5) (tfm code 15722).","Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",3086,5,8,-78,-74.4,1,0,9607,-90.29,247.559,-21.989,-8.69688534851263,-4.18803362841004,-12.8082668496251,2.181658,0
+256,15725,4218,4326,"Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (6) (tfm code 15724).","Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",3087,3,5,-78,-74.4,1,0,9607,-0.562,244.299,-456.938,6.8668709851194,-8.25267346177889,-9.2967797230575,3.74656,0
+257,15727,4218,4326,"Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (7) (tfm code 15726).","Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",3088,1,3,-79,-74,1,0,9607,-305.356,222.004,-30.023,-9.69049385992583,1.03196819622539,-19.7573941768278,6.325747,0
+258,15729,4218,4326,"Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (8) (tfm code 15728).","Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",3089,3,7.3,-74.4,-66.5,1,0,9607,221.899,274.136,-397.554,2.80844591036278,-0.44850858891268,-2.81017234679107,-2.199943,0
+259,1126,4219,4326,Accuracy estimate not available.,For military purposes.,1287,-3.25,-1.49,105.12,108.29,1,0,9603,-384,664,-48,,,,,1
+260,1318,4220,4326,,Used for oil exploration by Conoco.,2316,-8.58,-7.75,12.58,13.4,1,0,9603,-42.01,-332.21,-229.75,,,,,0
+261,1319,4220,4326,,Used for oil exploration by Texaco.,2317,-7,-6.03,12.08,12.84,1,0,9603,-40,-354,-224,,,,,0
+262,1320,4220,4326,"Replaced by Camacupa to WGS 84 (9). Used by Shell prior to 1994.",Oil exploration prior to 1994.,2321,-7.25,-6.03,11.08,12.08,1,0,9606,-37.2,-370.6,-224,0,0,0.554,0.219,0
+263,1321,4220,4326,"Derived as mean of 123 Transit passes at station Cabo Ledo NE base in November 1990. Used by Elf for block 7 up to December 1992 then replaced by Camacupa to WGS 84 (7). Used by Total in block 8, ExxonMobil block 24, Western Geophysical for spec. data.",Oil exploration.,2320,-17.17,-6.03,10,13.86,1,0,9603,-41.8,-342.2,-228.2,,,,,1
+264,1322,4220,4326,"Derived at station Djeno during coordination of platform PAL F2 in February 1992. Used by Elf for block 3 up to December 1992 then replaced by Camacupa to WGS 84 (7).",Oil exploration.,2318,-7.33,-6.67,11.75,12.5,1,0,9603,-55.5,-348,-229.2,,,,,0
+265,1323,4220,4326,Derived at Luanda observatory December 1992.,Used for oil exploration by Elf for 1993 block 7 shallow water survey.,2319,-10.08,-9.42,12.67,13.4,1,0,9603,-43,-337,-233,,,,,0
+266,1324,4220,4326,"Derived at platform PAL F2 in December 1992. For use in blocks 3, 7 and 17, replaced by Camacupa to WGS 84 (10) (code 1327).","Used for oil exploration by Elf for blocks 3, 7 and 17 between December 1992 and 1994 then superseded by Camacupa to WGS 84 (10). Used by Exxon for block 15 since 1993.",2322,-6.58,-6.03,10.83,11.67,1,0,9603,-48,-345,-231,,,,,0
+267,1325,4220,4326,"Derived at platform PAL F2 in December 1992. Used by Total for block 2 between December 1992 and 1994 then replaced by Camacupa to WGS 84 (10).",Oil exploration between December 1992 and 1994.,2317,-7,-6.03,12.08,12.84,1,0,9603,-48.6,-345.1,-230.8,,,,,0
+268,1326,4220,4326,"Derived by GPS on two Topnav DGPS reference stations at Djeno and Luanda. Replaces Camacupa to WGS 84 (3). In block 18 replaced by BP from 1999 by Camacupa to WGS 84 (10).",Used by Shell since 1994.,2323,-8.33,-6.03,11.08,12.75,1,0,9606,-41.057,-374.564,-226.287,0,0,0.554,0.219,0
+269,1327,4220,4326,Derived at platform PAL F2 in 1994 by Topnav using Doris.,Used for oil exploration by Elf in blocks 3 and 17 since 1994. Used by Total in block 2 since 1994. Adopted by BP-Amoco Elf and Exxon for blocks 18 and 31-33 in 1999.,2324,-8.58,-6.03,10.47,12.84,1,0,9603,-50.9,-347.6,-231,,,,,0
+270,1127,4221,4326,Derived at 20 stations.,For military purposes. Accuracy 5m in each axis.,1033,-60.04,-21.8,-73.62,-53.5,1,0,9603,-148,136,90,,,,,1
+271,1527,4221,4326,"Derived through ties at 2 stations (Cerro Colorado and Chihuido Sur) to 4 IGS stations in February 1995",Oil exploration.,2325,-37.8,-37,-70.7,-69.9,1,0,9603,-154.5,150.7,100.4,,,,,0
+272,1128,4222,4326,Derived at 5 stations.,"For military purposes. Accuracy 3m, 6m and 6m in X, Y and Z axes.",1215,-50.34,-22.14,14.03,41.16,1,0,9603,-136,-108,-292,,,,,1
+273,1129,4222,4326,"Residuals should not exceed 15 metres. Parameter values are from Cape to Hartebeesthoek94 (1) (code 1504) assuming that Hartebeesthoek94 and WGS 84 are equivalent within the accuracy of the transformation.","?",1215,-50.34,-22.14,14.03,41.16,1,0,9603,-134.73,-110.92,-292.66,,,,,0
+274,1130,4223,4326,Derived at 5 stations.,"For military purposes. Accuracy 6m, 9m and 8m in X, Y and Z axes.",1236,30.25,38.43,7.5,13.74,1,0,9603,-263,6,431,,,,,1
+275,1538,4223,4326,Derived at station Chaffar January 1995.,Oil exploration.,1489,33.13,38.43,8.62,13.74,1,0,9603,-260.1,5.5,432.2,,,,,0
+276,1131,4224,4326,Derived at 6 stations.,"For military purposes. Accuracy 6m, 9m and 5m in X, Y and Z axes.",1188,-27.6,-19.31,-62.68,-54.28,1,0,9603,-134,229,-29,,,,,1
+277,3972,4224,4326,"Mandatory for SICAD use until 2005. Replaced by Chua to SIRGAS 2000 (tfm code 4069).","Used by governmental agencies in Distrito Federal until adoption of SIRGAS 2000 by Brazil in 2005. Legally mandated for Cartography System of Distrito Federal (SICAD) until 2005.",3619,-16.04,-15.5,-48.28,-47.3,1,0,9603,-143.87,243.37,-33.52,,,,,0
+278,1132,4225,4326,Derived at 17 stations.,"For military purposes. Accuracy 5m, 3m and 5m in X, Y and Z axes.",1293,-35.89,-2.8,-58.2,-34.5,1,0,9603,-206,172,-6,,,,,1
+279,1585,4227,4326,,"?",1227,32.33,37.34,35.08,42.4,1,1,9603,-177.5,14.1,237.6,,,,,0
+280,1586,4227,4326,"Derived in 1995 by CGG for Al Furat Petroleum Company. Can be approximated using geocentric translations of dX=-174.3m, dY=+14.1m, dZ=+237.6m.",Oil exploration.,2327,35.5,35.7,39.9,40.15,1,0,9606,-175.09,1.218,238.831,-0.047,0.019,0.808,0.1698,0
+281,1587,4227,4326,Derived at four stations by Topnav in 1997.,Oil exploration.,2328,35.8,36.5,40.5,41.5,1,0,9603,-191.77,15.01,235.07,,,,,0
+282,15741,4227,4326,Derived by Elf in 1991 from tfm code 1584 concatenated with a tfm from WGS72BE to WGS84.,Oil exploration. Accuracy 5m.,2329,35.25,35.5,40,40.5,1,0,9603,-187.5,14.1,237.6,,,,,0
+283,15742,4227,4326,Derived for 1998 Omar seismic survey and used in 2000 for El Isba seismic survey.,Oil exploration. Accuracy 5m.,1227,32.33,37.34,35.08,42.4,1,0,9603,-190.421,8.532,238.69,,,,,1
+284,15743,4227,4326,"Derived 2005 at 5 triangulation stations and using (EGM96 geoid model +1.15m). Used by Total/DEZPC for Jafra and Mazraa seismic surveys. Can be approximated using geocentric translations of dX=-190.6m, dY=+8.8m, dZ=+239.6m.",Oil exploration. Accuracy 0.5m.,2329,35.25,35.5,40,40.5,1,0,9606,-83.58,-397.54,458.78,-17.595,-2.847,4.256,3.225,0
+285,1244,4740,4326,"Mandated for use in Russia by GosStandard of Russia Decree #327 of August 9, 2001.",Geodetic applications. Accuracy better than 0.5 metre.,1198,41.17,82,19.2,-168.98,1,0,9607,-1.08,-0.27,-0.9,0,0,-0.16,-0.12,0
+286,15843,4740,4326,"Derived through Glonass and GPS at 30 stations throughout USSR - Former Soviet Union (FSU).",Geodetic applications. Accuracy better than 1.5 metres.,1262,-90,90,-180,180,1,0,9607,0,0,1.5,0,0,-0.076,0,1
+287,1148,4229,4326,Derived at 14 stations.,"For military purposes. Accuracy 3m, 6m and 8m in X, Y and Z axes.",1086,21.99,33.75,24.71,36.9,1,0,9603,-130,110,-13,,,,,1
+288,1546,4229,4326,,Used for oil exploration by GUPCO.,2341,27.3,29.96,32.3,34.25,1,1,9603,-146.21,112.63,4.05,,,,,0
+289,1075,4230,4326,"Derived in 1987 by Geodetic for TPAO. Used on BP 1991/92 2D seismic surveys in central and eastern Turkish sector of Black Sea. In Turkey, replaced by tfm code 1784. Also adopted for use offshore Israel.",Oil Exploration,2896,31.33,42.5,28.15,41.5,1,0,9603,-89.05,-87.03,-124.56,,,,,0
+290,1087,4230,4326,Information has not been confirmed by National Mapping Agency.,Topographic mapping.,1130,29.21,33.4,34.98,39.33,1,0,9603,-112,-110.3,-140.2,,,,,0
+291,1133,4230,4326,Derived at 85 stations. In Germany will be accepted by LBA for minerals management purposes as alternative to tfm 1052 or 1998.,"For military purposes. Accepted for minerals management in Germany. Accuracy 3m, 8m and 5m in X, Y and Z axes.",2420,36,71.05,-9.4,31.6,1,0,9603,-87,-98,-121,,,,,1
+292,1134,4230,4326,Derived at 52 stations.,For military purposes only. Accuracy 3m each axis.,2421,42.5,57.5,-4.6,22.5,1,0,9603,-87,-96,-120,,,,,0
+293,1135,4230,4326,Accuracy estimate not available.,For military purposes only.,2345,16.38,37.38,34.27,55.67,1,0,9603,-103,-106,-141,,,,,0
+294,1136,4230,4326,Derived at 4 stations.,For military purposes only. Accuracy 15m in each axis.,1078,33.05,36.31,29.94,35.22,1,0,9603,-104,-101,-140,,,,,0
+295,1137,4230,4326,Derived at 14 stations.,"For military purposes. Accuracy 6m, 8m and 8m in X, Y and Z axes.",1086,21.99,33.75,24.71,36.9,1,0,9603,-130,-117,-151,,,,,0
+296,1138,4230,4326,Derived at 40 stations.,For military purposes only. Accuracy 3m in each axis.,2343,48.17,63.9,-27,3.4,1,0,9603,-86,-96,-120,,,,,0
+297,1139,4230,4326,Derived at 20 stations.,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",2344,57.87,71.05,5.3,31.6,1,0,9603,-87,-95,-120,,,,,0
+298,1140,4230,4326,Derived at 2 stations.,For military purposes only. Accuracy 25m in each axis.,1106,33.23,41.77,18.27,29.97,1,0,9603,-84,-95,-130,,,,,0
+299,1142,4230,4326,Derived at 2 stations.,For military purposes only. Accuracy 25m in each axis.,2339,38.5,41.5,8,10,1,0,9603,-97,-103,-120,,,,,0
+300,1143,4230,4326,Derived at 3 stations.,For military purposes only. Accuracy 20m in each axis.,2340,36.5,38.5,12,16,1,0,9603,-97,-88,-135,,,,,0
+301,1144,4230,4326,Derived at 1 station.,For military purposes only. Accuracy 25m in each axis.,1154,35.07,36.61,13.48,15.37,1,0,9603,-107,-88,-149,,,,,0
+302,1145,4230,4326,Derived at 18 stations.,"For military purposes only. Accuracy 5m, 6m and 3m in X, Y and Z axes.",2338,35.95,43.78,-9.5,3.3,1,0,9603,-84,-107,-120,,,,,0
+303,1245,4230,4326,Derived at 4 stations.,For military purposes only. Accuracy 25m in each axis.,1236,30.25,38.43,7.5,13.74,1,0,9603,-112,-77,-145,,,,,0
+304,1275,4230,4326,"These same parameter values are used to transform to ETRS89. See ED50 to ETRS89 (10) (code 1650).",For applications to an accuracy of 2 metres.,1096,41.18,51.54,-9.62,10.3,1,0,9603,-84,-97,-117,,,,,0
+305,1311,4230,4326,"Based on ED50 to WGS72 (precise ephemeris) 6-nations agreement of 1981 to which precise to broadcast and broadcast to WGS 84 transformations have been concatenated.",Recommended transformation for UKCS and IrishCS petroleum purposes.,2342,49.05,63.9,-15.6,8,1,0,9606,-89.5,-93.8,-123.1,0,0,-0.156,1.2,0
+306,1440,4230,4326,,Used in oil industry.,1106,33.23,41.77,18.27,29.97,1,0,9603,-86,-92.2,-127.5,,,,,0
+307,1612,4230,4326,"Parameter values are taken from ED50 to ETRS89 (1), code 1588. Adopted for ED50 to WGS84 transformations offshore Norway north of 62N from April 2001 when it replaced code 1590. Included in Statens Kartverk programme wsktrans from v4.0.",Oil industry offshore.,2601,62,80.75,-0.5,32.02,1,0,9606,-116.641,-56.931,-110.559,0.893,0.921,-0.917,-3.52,0
+308,1613,4230,4326,"Approximation to 1 metre of concatenated transformation ED50 to WGS 84 (14), code 8653. 8653 remains the transformation promulgated by Statens Kartverk but 1613 recommended by EPSG for practical oil industry usage.",Approximation to 1 metre for oil industry use.,2334,56.12,62,1.5,8,1,0,9606,-90.365,-101.13,-123.384,0.333,0.077,0.894,1.994,0
+309,1627,4230,4326,"Parameter values from ED50 to ETRS89 (4) (code 1626). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 1 metre.,1080,54.39,58.79,3.25,15.49,1,0,9606,-81.1,-89.4,-115.8,0.485,0.024,0.413,-0.54,0
+310,1629,4230,4326,"Parameter values from ED50 to ETRS89 (5) (code 1628). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 1 metre.,1105,36.13,36.17,-5.39,-5.37,1,0,9603,-116.8,-106.4,-154.4,,,,,0
+311,1631,4230,4326,"Parameter values from ED50 to ETRS89 (6) (code 1630). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 1.5 metres.,2335,38.62,40.08,1.2,4.33,1,0,9606,-181.5,-90.3,-187.2,0.144,0.492,-0.394,17.57,0
+312,1633,4230,4326,"Parameter values from ED50 to ETRS89 (7) (code 1632). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 1.5 metres.,2336,35.98,41.5,-7.5,3.27,1,0,9606,-131,-100.3,-163.4,-1.244,-0.02,-1.144,9.39,0
+313,1635,4230,4326,"Parameter values from ED50 to ETRS89 (8) (code 1634). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 1.5 metres.,2337,41.5,43.8,-9.3,-4.5,1,0,9606,-178.4,-83.2,-221.3,0.54,-0.532,-0.126,21.2,0
+314,1784,4230,4326,"Parameter values from ED50 to ETRS89 (9) (code 1783). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 2 metres.,1237,34.47,43.93,25.59,44.85,1,0,9606,-84.1,-101.8,-129.7,0,0,0.468,1.05,0
+315,1810,4230,4326,Derived via concatenation through WGS72. The ED50 to WGS72 step is the Sepplin 1974 value for all Europe.,Oil industry exploration and production operations.,2595,27.5,30.82,25,30.74,1,0,9606,-84,-103,-122.5,0,0,0.554,0.2263,0
+316,1853,4230,4326,Derived at a single point in Galway docks.,Used by Enterprise for Corrib.,2961,53.75,55.75,-11.6,-9.5,1,0,9603,-82.31,-95.23,-114.96,,,,,0
+317,1961,4230,4326,"Parameter values taken from ED87 to WGS 84 (2) (tfm code 1960) assuming that ED87 is identical to ED50. Errors caused by this assumption can reach 3m.",Used by NAM for offshore operations.,1630,51.5,55.8,2.5,6.4,1,1,9606,-83.11,-97.38,-117.22,0.005693,-0.04469,0.4428,1.218,0
+318,1985,4230,4326,,For low resolution applications.,1294,37.01,42.15,-9.5,-6.19,1,0,9603,-87.987,-108.639,-121.593,,,,,0
+319,1989,4230,4326,,For medium resolution applications.,1294,37.01,42.15,-9.5,-6.19,1,0,9607,-74.292,-135.889,-104.967,0.524,0.136,-0.61,-3.761,0
+320,1998,4230,4326,"Approximation to better than 0.5m of transformation adopted in June 2003 (see ED50 to WGS 84 (35), code 1052). Acceptable to Landesbergamt for Lower Saxony and Bundesanstalt für Seeschifffahrt und Hydrographie.",Recommended transformation for Germany North Sea petroleum purposes.,2879,53.6,55.9,3.3,8.5,1,0,9606,-157.89,-17.16,-78.41,2.118,2.697,-1.434,-5.38,0
+321,1999,4230,4326,"Parameter values taken from ED87 to WGS 84 (2) (tfm code 1960) assuming that ED87 is identical to ED50. Errors caused by this assumption can reach 3m.",Used by NAM for offshore operations.,1630,51.5,55.8,2.5,6.4,1,1,9606,-83.11,-97.38,-117.22,0.005693,-0.04469,0.04428,1.218,0
+322,3904,4230,4326,"Parameter values from ED87 to WGS 84 (32) (tfm code 3905), assuming that ED87 is identical to ED50. Errors caused by this assumption can reach 3-5m. Used by NAM for offshore operations until mid 2004, then replaced by tfm code 1311.","E&P operations in the Dutch sector of the North Sea.",1630,51.5,55.8,2.5,6.4,1,0,9606,-83.11,-97.38,-117.22,0.00569290865241986,-0.0446975835137458,0.0442850539012516,0.1218,0
+323,15964,4230,4326,Developed by the Portuguese Hydrographic Institute and used by the Directorate of Energy and Geology.,Hydrography and minerals management offshore Portugal.,3537,35,41.9,-13.8,-7.3,1,0,9603,-86.277,-108.879,-120.181,,,,,0
+324,1146,4231,4326,,"?",2330,52,62,-4,8,1,0,9606,-82.981,-99.719,-110.709,-0.104700015651026,0.0310016003789386,0.0804020214751182,-0.3143,0
+325,1960,4231,4326,,Scientific research.,1297,36,71.05,-8.95,31.6,1,1,9606,-83.11,-97.38,-117.22,0.005693,-0.04469,0.04428,1.218,0
+326,3905,4231,4326,"Parameter values taken from ED87 to ETRS89 (1) (tfm code 4078) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation. Used as a tfm between ED50 and WGS 84 - see code 3904.",Scientific research.,1297,36,71.05,-8.95,31.6,1,0,9606,-83.11,-97.38,-117.22,0.00569290865241986,-0.0446975835137458,0.0442850539012516,0.1218,1
+327,1256,4232,4326,Derived at 7 stations.,"For military purposes. Accuracy 3m, 3m and 9m in X, Y and Z axes.",1183,14.01,26.75,51.9,63.05,1,0,9603,-346,-1,224,,,,,1
+328,1438,4232,4326,,Oil exploration.,1183,14.01,26.75,51.9,63.05,1,0,9606,-333.102,-11.02,230.69,0,0,0.554,0.219,0
+329,1894,4233,4326,Derived at 1 station.,For military purposes only. Accuracy 25m in each axis.,1152,-4.04,8.09,69.22,77.13,1,1,9603,-133,-321,50,,,,,0
+330,15817,4727,4326,"Derived at 1 satellite station. Information source states ""provided for historical purposes only. These parameter [values] should not be used"". Replaced by Midway 1961 to WGS 84 (2) (tfm code 15818).","Military and topographic mapping. Accuracy +/- 25m in each axis.",3202,28.18,28.29,-177.42,-177.3,1,0,9603,912,-58,1227,,,,,1
+331,15818,4727,4326,"Derived at 1 satellite station. Replaces Midway 1961 to WGS 84 (1) (tfm code 15817).","Military and topographic mapping. Accuracy +/- 25m in each axis.",3202,28.18,28.29,-177.42,-177.3,1,0,9603,403,-81,277,,,,,0
+332,1152,4236,4326,Derived at 4 stations.,For military purposes. Accuracy 15m in each axis.,1228,21.43,26.36,118.07,122.49,1,0,9603,-637,-549,-203,,,,,1
+333,1242,4237,4326,"Parameter value error in info source Hungarian text but correct in English summary. Replaces HD72 to WGS 84 (2) (code 1831).",Accuracy at metre level throughout Hungary.,1119,45.78,48.6,16.12,22.91,1,0,9603,52.17,-71.82,-14.9,,,,,1
+334,1448,4237,4326,"Parameter values taken from HD72 to ETRS89 (2) (code 1449) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaces HD72 to WGS 84 (1) (code 1830).","Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.",1119,45.78,48.6,16.12,22.91,1,0,9607,52.684,-71.194,-13.975,0.312,0.1063,0.3729,1.0191,0
+335,1677,4237,4326,"Parameter values taken from HD72 to ETRS89 (1) (code 1273) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.","Approximation at the +/- 1m level.",1119,45.78,48.6,16.12,22.91,1,1,9607,56,75.77,15.31,-0.37,-0.2,-0.21,-1.01,0
+336,1830,4237,4326,"Parameter values taken from HD72 to ETRS89 (1) (code 1829) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. OGP recommends use of newer MSZ 7222 equivalent (tfm code 1448) in preference to this transformation.","Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.",1119,45.78,48.6,16.12,22.91,1,0,9607,56,-75.77,-15.31,0.37,0.2,0.21,1.01,0
+337,1831,4237,4326,"Derived at fundamental point Szolohegy and tested at 99 stations throughout Hungary. OGP recommends use of newer transformation (tfm code 1242) in preference to this transformation.",Accuracy better than 1m in all three dimensions throughout Hungary.,1119,45.78,48.6,16.12,22.91,1,0,9603,57.01,-69.97,-9.29,,,,,0
+338,1248,4238,4326,Derived at 1 station.,For military purposes. Accuracy 25m in each axis.,1122,-13.01,7.92,91.66,141.1,1,0,9603,-24,-15,5,,,,,1
+339,1832,4238,4326,"Derived via coordinates of 2 Pulse8 stations. Use of ID74 to WGS 84 (3) (code 1833) is recommended.",For oil industry purposes.,1122,-13.01,7.92,91.66,141.1,1,0,9606,2.691,-14.757,4.724,0,0,0.774,-0.6,0
+340,1833,4238,4326,"Parameter values from ID74 to DGN95 (1) (code 15911) assuming that DGN95 is equivalent to WGS 84 within the accuracy of the transformation.","Standard deviations of translations are 1.3, 1.1 and 3.6m, of rotations 0.11, 0.06 and 0.04 sec and ppm 0.18.",1122,-13.01,7.92,91.66,141.1,1,0,9607,-1.977,-13.06,-9.993,-0.364,-0.254,-0.689,-1.037,0
+341,1153,4239,4326,Derived at 11 stations.,"For military purposes. Accuracy 15m, 6m and 12m in X, Y and Z axes.",1231,5.63,20.47,95.59,105.7,1,0,9603,217,823,299,,,,,1
+342,1154,4240,4326,"Derived at 62 stations. Replaced by Indian 1975 to WGS 84 (2) (code 1304).","For military purposes. Accuracy 3m, 2m and 3m in X, Y and Z axes.",1231,5.63,20.47,95.59,105.7,1,0,9603,209,818,290,,,,,1
+343,1304,4240,4326,"Derived at 62 stations. Replaces Indian 1975 to WGS 84 (1) (code 1154).","For military purposes. Accuracy 3m, 2m and 3m in X, Y and Z axes.",1231,5.63,20.47,95.59,105.7,1,0,9603,210,814,289,,,,,0
+344,1537,4240,4326,Derived in 1995 at point RTSD181.,Oil exploration.,2358,7.3,8.3,102.2,102.7,1,0,9603,204.64,834.74,293.8,,,,,0
+345,1812,4240,4326,,Cadastral survey.,1231,5.63,20.47,95.59,105.7,1,0,9606,293,836,318,0.5,1.6,-2.8,2.1,0
+346,1084,4242,4326,Derived via NAD27 and WGS 72. Preliminary values derived by Survey Department but not officially promulgated.,For applications requiring 5m accuracy.,3342,17.65,18.6,-78.4,-76.1,1,0,9603,70,207,389.5,,,,,1
+347,1085,4242,4326,"Derived at 4 stations, tested at a further 9.",For applications requiring 2m accuracy.,3342,17.65,18.6,-78.4,-76.1,1,0,9603,65.334,212.46,387.63,,,,,0
+348,1086,4242,4326,"Derived at 4 stations, tested at a further 9.",For applications requiring 1m accuracy.,3342,17.65,18.6,-78.4,-76.1,1,1,9607,-33.722,153.789,94.959,8.581,4.478,-4.54,-8.95,0
+349,15927,4242,4326,"Derived at 4 stations, tested at a further 9. Also used as tfm to JAD69 to JAD2001 (see code 15926).
+Note: Info source paper contains an error in sign of dS, subsequently confirmed by primary author and NLA of Jamaica, and corrected in this record.",For applications requiring 1m accuracy.,3342,17.65,18.6,-78.4,-76.1,1,0,9607,-33.722,153.789,94.959,8.581,4.478,-4.54,8.95,0
+350,1930,4642,4326,,"Accuracy better than +/- 1 metre.",2820,-22.75,-22.5,167.3,167.55,1,1,9606,244.416,85.339,168.114,-8.9353,7.7523,12.5953,14.268,0
+351,15848,4642,4326,,"Accuracy +/- 10 metres.",2820,-22.75,-22.5,167.3,167.55,1,0,9603,-13,-348,292,,,,,1
+352,1157,4244,4326,Derived at 3 stations.,For military purposes. Accuracy 20m in each axis.,1218,2.51,11.04,77.06,87.55,1,0,9603,-97,787,86,,,,,1
+353,1158,4245,4326,Derived at 6 stations.,"For military purposes. Accuracy 10m, 8m and 6m in X, Y and Z axes.",1309,1.26,6.71,99.64,104.29,1,0,9603,-11,851,5,,,,,1
+354,1059,4246,4326,,1 metre accuracy.,1136,28.56,30.1,46.57,49.24,1,0,9603,-294.7,-200.1,525.5,,,,,1
+355,1516,4247,4326,Also used for PSAD56 to WGS 84 transformations.,"Parameter values estimated accuracy: ± 2.0m; ± 2.7m; ± 1.3m respectively.",2363,7,10.8,-66,-57.38,1,0,9603,-273.5,110.6,-357.9,,,,,1
+356,1201,4248,4326,Derived at 63 stations.,"For military purposes only. Accuracy 17m, 27m and 27m in X, Y and Z axes.",2399,-17.8,12.5,-82,-57,1,0,9603,-288,175,-376,,,,,1
+357,1202,4248,4326,Derived at 5 stations.,"For military purposes only. Accuracy 5m, 11m and 14m in X, Y and Z axes.",1049,-22.91,-9.69,-69.69,-57.49,1,0,9603,-270,188,-388,,,,,0
+358,1203,4248,4326,Derived at 1 station.,For military purposes. Accuracy 25m in each axis.,2402,-21.46,-17.51,-70.41,-68.44,1,0,9603,-270,183,-390,,,,,0
+359,1204,4248,4326,Derived at 3 stations.,For military purposes. Accuracy 20m in each axis.,2403,-49.25,-39.29,-75.72,-71.11,1,0,9603,-305,243,-442,,,,,0
+360,1205,4248,4326,Derived at 4 stations.,For military purposes. Accuracy 15m in each axis.,1070,-4.22,15.93,-85.79,-66.91,1,0,9603,-282,169,-371,,,,,0
+361,1206,4248,4326,Derived at 11 stations.,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",3241,-5.01,1.5,-81.45,-75.26,1,0,9603,-278,171,-367,,,,,0
+362,1207,4248,4326,Derived at 9 stations.,"For military purposes. Accuracy 6m, 14m and 5m in X, Y and Z axes.",1114,1.19,11.98,-61.43,-55.72,1,0,9603,-298,159,-369,,,,,0
+363,1208,4248,4326,Derived at 6 stations.,"For military purposes only. Accuracy 6m, 8m and 12m in X, Y and Z axes.",1189,-20.72,-0.03,-84.73,-68.72,1,0,9603,-279,175,-379,,,,,0
+364,1209,4248,4326,Derived at 24 stations.,"For military purposes only. Accuracy 9m, 14m and 15m in X, Y and Z axes.",1251,0.65,16.76,-73.36,-57.38,1,0,9603,-295,173,-371,,,,,0
+365,1582,4248,4326,Derived May 1995 by Geoid for Total. OSU91A geoid model used.,Oil exploration.,2400,-21.8,-21.5,-64,-63.67,1,0,9603,-259.73,173.12,-398.27,,,,,0
+366,1583,4248,4326,Derived July 1997 by Geoid from data recorded by UGA for Total. OSU91A geoid model used.,Oil exploration.,2401,-21.8,-21.5,-64,-63.67,1,0,9603,-307.7,265.3,-363.5,,,,,0
+367,1811,4248,4326,Used by Petrobras for shelf operations.,Oil industry exploration.,1754,-2,5,-50,-47,1,0,9603,-291.87,106.37,-364.52,,,,,0
+368,3990,4248,4326,"Parameter values from PSAD56 to SIRGAS 1995 (1) (code 3971). Assumes SIRGAS 1995 and WGS 84 can be considered the same to within the accuracy of the transformation.","Suitable for mapping at 1:25,000 scale and smaller.",3241,-5.01,1.5,-81.45,-75.26,1,0,9607,-60.31,245.935,31.008,-12.324,-3.755,7.37,0.447,0
+369,15967,4761,4326,"Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84. HTRS96 is a regional realisation of ETRS89.","Accuracy +/- 1 metre.",1076,42.3,46.57,13.02,19.5,1,0,9603,0,0,0,,,,,1
+370,1159,4250,4326,Derived at 8 stations.,"For military purposes. Accuracy 2m, 3m and 2m in X, Y and Z axes.",1104,1.08,11.17,-3.9,1.34,1,0,9603,-130,29,364,,,,,1
+371,1160,4251,4326,Derived at 4 stations.,For military purposes only. Accuracy 15m in each axis.,1142,0.84,8.57,-13.67,-7.37,1,0,9603,-90,40,88,,,,,1
+372,1887,4182,4326,Derived at 3 stations.,For military purposes only. Accuracy 20m in each axis.,1344,39.35,39.75,-31.3,-31,1,0,9603,-425,-169,81,,,,,1
+373,1982,4182,4326,Derived at 2 stations in 1999.,For low resolution applications.,1344,39.35,39.75,-31.3,-31,1,0,9603,-422.651,-172.995,84.02,,,,,0
+374,1161,4253,4326,Derived at 6 stations.,"For military purposes. Accuracy 8m, 11m and 9m in X, Y and Z axes.",2364,7.5,21,116,127,1,0,9603,-133,-77,-51,,,,,1
+375,1162,4253,4326,Derived at 1 station.,For military purposes. Accuracy 25m in each axis.,2365,4,10,119,127,1,0,9603,-133,-79,-72,,,,,0
+376,1529,4254,4326,"Derived through ties at 3 stations (RC03, TOTAL11 and MP12) to 3 IGS stations in November 1995",Oil exploration.,2357,-55.05,-52.64,-68.64,-63.81,1,0,9606,18.38,192.45,96.82,0.056,-0.142,-0.2,-0.0013,0
+377,1892,4254,4326,Derived at 2 stations. As the source CRS was used for the border survey this transformation is probably also applicable to adjacent areas of Argentina.,Accuracy 25m in each axis.,2805,-55.9,-48.64,-75.64,-66.52,1,0,9603,16,196,93,,,,,1
+378,1246,4255,4326,Accuracy estimate not available.,For military purposes only.,1024,29.41,38.5,60.54,74.96,1,0,9603,-333,-222,114,,,,,1
+379,1164,4256,4326,Derived at 1 station.,For military purposes. Accuracy 25m in each axis.,2369,-5,-4.5,55,56,1,0,9603,41,-220,-134,,,,,1
+380,1837,4257,4326,,Oil exploration.,1316,-7.9,2,117.6,121,1,0,9603,-587.8,519.75,145.76,,,,,1
+381,1149,4258,4326,,ETRS89 is a realisation of WGS 84 coincident to within 1 metre. This transformation has an accuracy equal to the coincidence figure.,1298,34.5,71.05,-10.67,31.55,1,0,9603,0,0,0,,,,,1
+382,1571,4258,4326,"Dutch sources also quote an equivalent transformation with parameter values dX=+593.032 dY=+26.000 dZ=+478.741m, rX rY rZ and dS as this tfm. These values belong to a different transformation method and cannot be used with the Coordinate Frame method.",Accuracy 0.5m,1172,50.78,55.8,2.48,7.37,1,1,9607,565.04,49.91,465.84,0.409394387439237,-0.359705195614311,1.86849100035057,4.0772,0
+383,1330,4259,4326,"Derived at Station Y in April 1989 using 572 transit satellite passes. Computed value for dZ was -96.42 but -96.38 has been utilised. Replaced Malongo 1987 to WGS 84 (3) (code 15791) in 1989. Replaced by Malongo 1987 to WGS 84 (2) (code 1557) in 1990.",Offshore oil exploration and production between April 1989 and June 1990.,3180,-6,-5.03,10.85,12.43,1,0,9603,-252.95,-4.11,-96.38,,,,,0
+384,1557,4259,4326,"Derived at station Y in July 1990 through Transit single point positioning using 187 passes by Geodetic Survey Ltd. Replaces Malongo 1987 to WGS 84 (1) (trf code 1330).",Offshore oil exploration and production from June 1990.,3180,-6,-5.03,10.85,12.43,1,0,9603,-254.1,-5.36,-100.29,,,,,0
+385,15791,4259,4326,"Derived via WGS 72BE by Geodetic for Chevron in 1987 by single point Transit translocation at 1 station (Malongo Y). Replaced in 1989 by Malongo 1987 to WGS 84 (1) (code 1330).",Oil industry exploration and production between September 1987 and April 1989.,3179,-6,-4.37,10.85,13.11,1,0,9603,-259.99,-5.28,-97.09,,,,,1
+386,1316,4260,4326,,"?",1060,1.66,13.09,8.38,16.22,1,1,9603,-70.9,-151.8,-41.4,,,,,0
+387,1166,4261,4326,Derived at 9 stations.,"For military purposes. Accuracy 5m, 3m and 3m in X, Y and Z axes.",1166,27.68,36.23,-13.77,-1.01,1,0,9603,31,146,47,,,,,1
+388,1165,4262,4326,Derived at 1 station.,For military purposes only. Accuracy 25m in each axis.,1089,12.33,18.57,36.4,43.3,1,0,9603,639,405,60,,,,,1
+389,1067,4263,4326,"Used by Statoil for deep water blocks 210, 213, 217 and 218. Parameter values interpolated from Racal Survey geocentric translation contour charts for each of these four blocks and then meaned.",Oil industry exploration and production.,1717,2.25,6.2,2.7,8,1,0,9603,-92.1,-89.9,114.9,,,,,0
+390,1167,4263,4326,"Derived at 2 stations. Note: Minna is used in Nigeria, not Cameroon.",For military purposes only. Accuracy 25m in each axis.,3226,1.66,13.09,8.51,16.22,1,0,9603,-81,-84,115,,,,,0
+391,1168,4263,4326,Derived at 6 stations.,"For military purposes. Accuracy 3m, 6m and 5m in X, Y and Z axes.",1178,0.93,13.9,2.7,14.68,1,0,9603,-92,-93,122,,,,,1
+392,1534,4263,4326,,Oil exploration.,2371,3,6.5,5,8.5,1,1,9606,-111.92,-87.85,114.5,1.875,0.202,0.219,0.032,0
+393,1754,4263,4326,"Derived at 8 stations across the Niger delta. Used by Shell SPDC throughout southern Nigeria onshore, delta and shallow offshore from 1994 and by Total in OPL246. Sometimes given with parameter values to greater resolution; values here are adequate.",Oil exploration.,2371,3,6.5,5,8.5,1,0,9606,-111.92,-87.85,114.5,1.875,0.202,0.219,0.032,0
+394,1818,4263,4326,Concatenated via WGS 72BE.,Oil industry operations.,1717,2.25,6.2,2.7,8,1,0,9606,-89,-112,125.9,0,0,0.814,-0.38,0
+395,1819,4263,4326,Used by Shell in southern Nigeria and Total in OPL246.,Oil industry operations.,2371,3,6.5,5,8.5,1,1,9606,-111.92,-87.85,114.5,1.875,0.202,0.219,0.032,0
+396,1820,4263,4326,Derived by Nortech at station L40 Minna using NNPC 1989 GPS network tied to 4 ADOS stations. Used by Conoco in OPLs 219-220 to cm precision and ExxonMobil in OPL 209 to dm precision..,Oil industry operations.,1717,2.25,6.2,2.7,8,1,0,9603,-93.2,-93.31,121.156,,,,,0
+397,1821,4263,4326,"Derived by Elf Petroleum Nigeria in 1994 at 3 stations (M101 onshore, offshore platforms XSW06 and XSV39) and used in OMLs 99-102 and OPLs 222-223.",Oil industry operations.,1717,2.25,6.2,2.7,8,1,0,9603,-88.98,-83.23,113.55,,,,,0
+398,1822,4263,4326,"Used by Shell SNEPCO for OPLs 209-213 and 316. Derived during 1990 Niger Delta control survey at 4 stations (XSU27, 30 31 and 35).",Oil industry exploration and production.,1717,2.25,6.2,2.7,8,1,0,9603,-92.726,-90.304,115.735,,,,,0
+399,1823,4263,4326,"Used by Shell SNEPCO for OPLs 217-223. Derived during 1990 Niger Delta control survey at 4 stations (XSU38, 41, 44 and 45).",Oil industry exploration and production.,1717,2.25,6.2,2.7,8,1,0,9603,-93.134,-86.647,114.196,,,,,0
+400,1824,4263,4326,Used by Shell SNEPCO for Gongola basin.,Oil industry exploration and production.,2371,3,6.5,5,8.5,1,0,9603,-93,-94,124,,,,,0
+401,15493,4263,4326,"Adopted by MPN for all joint venture operations from 1/1/1996.",Oil industry exploration and production.,3590,4,5,6,8,1,0,9603,-94.031,-83.317,116.708,,,,,0
+402,15705,4263,4326,"Derived via WGS 72(BE). Minna to WGS 72(BE) transformation derived in 1981 for Mobil E&P Nigeria (MEPCON) by Geodetic Survey through Transit translocation at six stations in southern Nigeria. Used by MEPCON in blocks OPL 215 and 221.",Oil industry exploration.,1717,2.25,6.2,2.7,8,1,0,9606,-83.13,-104.95,114.63,0,0,0.554,0,0
+403,15706,4263,4326,Used by Elf in Blocks OPL 222 and OPL 223 and by Mobil in 1994.,Oil industry exploration.,1717,2.25,6.2,2.7,8,1,0,9603,-93.6,-83.7,113.8,,,,,0
+404,15755,4263,4326,Derived in 1995 at unspecified DMA ADOS stations and Racal stations M101 and ZVS3003. Used by Elf in onshore Blocks OML 58.,Oil industry exploration and production. Accuracy 0.5m.,3113,5.05,5.31,6.54,6.83,1,0,9603,-90.2,-87.32,114.17,,,,,0
+405,1329,4264,4326,"Superseded in 1990 by trf Malongo 1987 to WGS 84 (2), code 1557. Malongo 1987 is an offshore extension of the Mhast cooordinate system.","Used for oil exploration by Chevron until superseded in 1990 by trf Malongo 1987 to WGS 84 (2), code 1557.",1317,-6,-5.03,10.6,12.23,1,1,9603,-252.95,-4.11,-96.38,,,,,0
+406,1088,4265,4326,,Oil exploration and production,2882,43,47.25,12,19.5,1,0,9603,-223.7,-67.38,1.34,,,,,0
+407,1089,4265,4326,,Oil exploration and production,2883,41.75,43.75,13.25,19,1,0,9603,-225.4,-67.7,7.85,,,,,0
+408,1090,4265,4326,,Oil exploration and production,2884,39.75,42,16,20,1,0,9603,-227.1,-68.1,14.4,,,,,0
+409,1091,4265,4326,,Marine navigation,2885,39.5,41,18,20,1,0,9603,-231.61,-68.21,13.93,,,,,0
+410,1092,4265,4326,,Marine navigation,2886,37,40.5,16,21,1,0,9603,-225.06,-67.37,14.61,,,,,0
+411,1093,4265,4326,,Marine navigation,2887,36,37.5,13,16,1,0,9603,-229.08,-65.73,20.21,,,,,0
+412,1094,4265,4326,,Marine navigation,2888,36.5,38.5,10,13,1,0,9603,-230.47,-56.08,22.43,,,,,0
+413,1169,4265,4326,Derived at 1 station.,For military purposes. Accuracy 25m in each axis.,2339,38.5,41.5,8,10,1,0,9603,-225,-65,9,,,,,0
+414,1660,4265,4326,"Parameter values from Monte Mario to ETRS89 (1) (code 1659). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.","Accuracy: 4 metres",2372,37.75,47.09,6.65,18.53,1,0,9606,-104.1,-49.1,-9.9,0.971,-2.917,0.714,-11.68,1
+415,1662,4265,4326,"Parameter values from Monte Mario to ETRS89 (2) (code 1661). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.","Accuracy: 4 metres",2339,38.5,41.5,8,10,1,0,9606,-168.6,-34,38.6,-0.374,-0.679,-1.379,-9.48,0
+416,1664,4265,4326,"Parameter values from Monte Mario to ETRS89 (3) (code 1663). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.","Accuracy: 4 metres",2340,36.5,38.5,12,16,1,0,9606,-50.2,-50.4,84.8,-0.69,-2.012,0.459,-28.08,0
+417,1163,4266,4326,Derived at 1 station.,For military purposes only. Accuracy 25m in each axis.,1100,-6.39,2.33,5.91,14.55,1,0,9603,-74,-130,42,,,,,1
+418,1532,4266,4326,Derived as mean of Doris determinations at 3 stations in Port Gentil area in 1994.,Oil exploration.,1100,-6.39,2.33,5.91,14.55,1,0,9603,-80.7,-132.5,41.1,,,,,0
+419,1170,4267,4326,Derived at 15 stations.,"For military purposes. Accuracy 3m, 9m and 12m in X, Y and Z axes.",2418,16.5,23.77,-85.16,-61.62,1,0,9603,-3,142,183,,,,,0
+420,1171,4267,4326,Derived at 19 stations.,"For military purposes only. Accuracy 8m, 3m and 5m in X, Y and Z axes.",2419,8.03,18.49,-92.25,-82.56,1,0,9603,0,125,194,,,,,0
+421,1172,4267,4326,Derived at 112 stations.,"For military purposes only. Accuracy 15m, 11m and 6m in X, Y and Z axes.",1061,41.68,85.05,-141.15,-48.06,1,0,9603,-10,158,187,,,,,1
+422,1173,4267,4326,Derived at 405 stations.,"For military purposes only. Accuracy 5m, 5m and 6m in X, Y and Z axes.",1323,24.53,49.39,-124.85,-67.07,1,0,9603,-8,160,176,,,,,0
+423,1174,4267,4326,Derived at 129 stations.,"For military purposes only. Accuracy 5m, 5m and 8m in X, Y and Z axes.",2389,24.53,48.72,-94.41,-67.07,1,0,9603,-9,161,179,,,,,0
+424,1175,4267,4326,Derived at 276 stations.,"For military purposes only. Accuracy 5m, 3m and 3m in X, Y and Z axes.",2390,25.83,49.39,-124.85,-89.1,1,0,9603,-8,159,175,,,,,0
+425,1176,4267,4326,Derived at 47 stations.,"For military purposes only. Accuracy 5m, 9m and 5m in X, Y and Z axes.",2412,54.35,71.35,-173.11,-129.99,1,0,9603,-5,135,172,,,,,0
+426,1177,4267,4326,Derived at 11 stations.,"For military purposes. Accuracy 5m, 3m and 5m in X, Y and Z axes.",2413,20.37,30.48,-80.95,-70.67,1,0,9603,-4,154,178,,,,,0
+427,1178,4267,4326,Derived at 1 station.,For military purposes. Accuracy 25m in each axis.,2414,23.94,24.13,-74.57,-74.42,1,0,9603,1,140,165,,,,,0
+428,1179,4267,4326,Derived at 25 stations.,"For military purposes only. Accuracy 8m, 8m and 6m in X, Y and Z axes.",2384,48.3,60,-139.05,-110,1,0,9603,-7,162,188,,,,,0
+429,1180,4267,4326,Derived at 25 stations.,"For military purposes only. Accuracy 9m, 5m and 5m in X, Y and Z axes.",2415,41.68,60,-102,-74.32,1,0,9603,-9,157,184,,,,,0
+430,1181,4267,4326,Derived at 37 stations.,"For military purposes only. Accuracy 6m, 6m and 3m in X, Y and Z axes.",2416,43.46,62.56,-79.76,-52.62,1,0,9603,-22,160,190,,,,,0
+431,1182,4267,4326,Derived at 17 stations.,"For military purposes only. Accuracy 5m, 5m and 3m in X, Y and Z axes.",2410,49,83.11,-136.45,-61.08,1,0,9603,4,159,188,,,,,0
+432,1183,4267,4326,Derived at 8 stations.,"For military purposes only. Accuracy 5m, 8m and 3m in X, Y and Z axes.",2417,60,69.65,-141,-123.82,1,0,9603,-7,139,181,,,,,0
+433,1184,4267,4326,Derived at 3 stations.,For military purposes. Accuracy 20m in each axis.,2385,8.95,9.35,-79.9,-79.5,1,0,9603,0,125,201,,,,,0
+434,1185,4267,4326,Derived at 1 station.,For military purposes. Accuracy 25m in each axis.,1077,19.08,24.96,-86.99,-73.61,1,0,9603,-9,152,178,,,,,0
+435,1186,4267,4326,"Derived at 2 stations. Note: NAD27 is not used in Greenland.",For military purposes. Accuracy 25m in each axis.,2386,76,80,-70,-60,1,0,9603,11,114,195,,,,,0
+436,1187,4267,4326,Derived at 22 stations.,"For military purposes only. Accuracy 8m, 6m and 6m in X, Y and Z axes.",1160,12.24,32.74,-121.91,-84.69,1,0,9603,-12,130,190,,,,,0
+437,1249,4267,4326,Derived at 6 stations.,"For military purposes only. Accuracy 6m, 8m and 10m in X, Y and Z axes.",2387,51.2,55.05,-180,-163.05,1,0,9603,-2,152,149,,,,,0
+438,1250,4267,4326,Derived at 5 stations.,For military purposes. Accuracy 10m in each axis.,2388,51.35,52.13,172.4,180,1,0,9603,2,204,105,,,,,0
+439,1530,4267,4326,,Accuracy 3m.,1077,19.08,24.96,-86.99,-73.61,1,0,9603,-4.2,135.4,181.9,,,,,0
+440,15699,4267,4326,"Developed by John E Chance and Associates at 19°44'N, 92°21'W. Geoid height used =-13.34m.","Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.",3462,18.25,20.64,-94.67,-90.44,1,0,9603,-2,124.7,196,,,,,0
+441,15852,4267,4326,"Developed by John E Chance and Associates. Replaced by NAD27 to WGS 84 (79) (tfm code 15851).","Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.",3358,23.82,30.35,-87.25,-81.18,1,0,9603,-3,154,177,,,,,0
+442,15853,4267,4326,"Developed by John E Chance and Associates. Replaced by NAD27 to WGS 84 (79) (tfm code 15851).","Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.",3359,25.5,30.33,-95,-87.25,1,0,9603,-7,151,175,,,,,0
+443,15854,4267,4326,"Developed by John E Chance and Associates. Replaced by NAD27 to WGS 84 (79) (tfm code 15851).","Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.",3360,26,29.2,-97.5,-95,1,0,9603,-7,151,178,,,,,0
+444,15855,4267,4326,"Developed by John E Chance and Associates at 21°55'N, 97°20'W. Geoid height used =-17m.","Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.",3361,21.5,22.4,-97.8,-97,1,0,9603,-8,125,190,,,,,0
+445,15856,4267,4326,"Developed by EnSoCo Inc. Replaced by NAD27 to WGS 84 (79) (tfm code 15851).",Oil exploration and production. Accuracy 8 metres.,3357,23.82,30.35,-97.5,-81.18,1,0,9603,-7,158,172,,,,,0
+446,15913,4267,4326,"Developed by John E Chance and Associates at 21°33'N, 92°33'W. Geoid height used =-16.7m.","Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.",3461,20.64,23,-94.6,-89,1,0,9603,0,125,196,,,,,0
+447,15978,4267,4326,,Accuracy 1m.,1077,19.08,24.96,-86.99,-73.61,1,0,9607,2.478,149.752,197.726,-0.526,-0.498,0.501,0.685,0
+448,1188,4269,4326,Derived at 312 stations.,Accuracy 2m in each axis.,1325,23.94,80,170,-44,1,0,9603,0,0,0,,,,,1
+449,1251,4269,4326,Derived at 42 stations.,"For military purposes only. Accuracy 5m, 2m and 5m in X, Y and Z axes.",2157,51.2,55.05,172.4,-163.05,1,0,9603,-2,0,4,,,,,0
+450,1252,4269,4326,Derived at 6 stations.,For military purposes only. Accuracy 2m in each axis.,1334,18.9,22.24,-160.55,-154.8,1,0,9603,1,1,-1,,,,,0
+451,1308,4269,4326,"Strictly between NAD83 and ITRF94(1996.0). Superseded by NAD83 to WGS 84 (5) (code 1515).",Historical record only - superseded - see remarks.,1323,24.53,49.39,-124.85,-67.07,1,1,9607,-0.9738,1.9453,0.5486,-0.0275507901704247,-0.0100492213603585,-0.0113590028800276,0,0
+452,1515,4269,4326,"Strictly between NAD83 and ITRF96(1997.0). Supersedes NAD83 to WGS 84 (4) (code 1308).",Geodesy.,1323,24.53,49.39,-124.85,-67.07,1,1,9607,-0.991,1.9072,0.5129,-0.0257899075194932,-0.0096500989602704,-0.0116599432323421,0,0
+453,1189,4270,4326,Derived at 2 stations.,For military purposes. Accuracy 25m in each axis.,2391,20,20.9,58.5,59.5,1,0,9603,-247,-148,369,,,,,0
+454,1190,4270,4326,Derived at 3 stations.,For military purposes. Accuracy 20m in each axis.,1206,15.9,32.26,34.27,55.7,1,0,9603,-243,-192,477,,,,,1
+455,1191,4270,4326,Derived at 2 stations.,For military purposes. Accuracy 25m in each axis.,1243,22.64,26.29,51.57,57.03,1,0,9603,-249,-156,381,,,,,0
+456,1531,4270,4326,Parameter values adopted by Total are mean of those derived by Oceonics and Geoid through ties at platform AK1 to 4 IGS stations in March 1995.,Oil exploration.,2392,25.33,25.5,53,53.33,1,0,9603,-245,-153.9,382.8,,,,,0
+457,1536,4270,4326,"Derived by Brown & Root in 1992 for Qatar General Petroleum Corporation North Field development. Adopted by QGPC for all offshore Qatar.",Oil exploration.,2406,24.6,27.03,50.61,53.07,1,0,9603,-250.2,-153.09,391.7,,,,,0
+458,15871,4270,4326,Derived by concatenation of parameter values published by IGN Paris from Nahrwan 1967 to WGS 72 at the Nahrwan SE Base trig station near Baghdad with DMA WGS 72 to WGS 84 parameter values.,Oil exploration.,1124,29.06,37.41,38.82,49.4,1,0,9603,-242.2,-144.9,370.3,,,,,0
+459,15937,4270,4326,Parameter values adopted by Total are mean of those derived by Oceonics and Geoid through ties at station TC58 to 4 IGS stations in March 1995.,Oil exploration.,3509,24,26,52.5,54.5,1,0,9603,-245.8,-152.2,382.9,,,,,0
+460,15938,4270,4326,Derived via WGS 72BE from Transit observations at station TC58 in 1976 by BP for ADMA.,Oil exploration.,3509,24,26,52.5,54.5,1,0,9606,-225.4,-158.7,380.8,0,0,0.814,-0.38,0
+461,15952,4270,4326,"Used by DPC for Al Fateh field. Applying this transformation gives same result as Nahrwan 1967 to WGS 84 (8) (code 15938).",Oil exploration and production.,3530,25.25,25.75,54,54.5,1,0,9603,-244.2,-149.8,379.3,,,,,0
+462,15953,4270,4326,Used by Dubai Municipality before 1994.,Municipal operations.,3531,25,25.4,55.1,55.4,1,0,9603,-250.7,-157.9,380.4,,,,,0
+463,1192,4271,4326,"CAUTION: OGP believes that these parameter values include a blunder and that if NIMA transformation parameters are to be used the 1987 version (EPSG code 1307) be used.",For military purposes only. Accuracy given by NIMA 15m in each axis. EPSG believes there is an 8-10m blunder in dX.,1235,9.82,11.68,-62.08,-58.53,1,0,9603,-10,375,165,,,,,1
+464,1307,4271,4326,"(1) See remarks for tfm code 1192. (2) Naparima 1972 is an extension to Tobago of the Napaima 1955 geographic CRS of Trindad. In Trinidad this transformation may also be considered to use Napaima 1955 (code 4158) as its source CRS: see tfm code 1556.",For military purposes only. Accuracy 15m in each axis.,1322,11.08,11.39,-60.91,-60.37,1,0,9603,-2,374,172,,,,,0
+465,1151,4272,4326,Derived at 14 stations.,"For military purposes only. Accuracy 5m, 3m and 5m in X, Y and Z axes.",3285,-47.4,-34,166.33,178.6,1,0,9603,84,-22,209,,,,,0
+466,1564,4272,4326,"These parameter values are taken from NZGD49 to NZGD2000 (2) (code 1701) and assume that NZGD2000 and WGS 84 are coincident to within the accuracy of the transformation. For improved accuracy use NZGD49 to WGS 84 (4) (code 1670).",Transformation accuracy about 4 metres.,3285,-47.4,-34,166.33,178.6,1,0,9607,59.47,-5.04,187.44,-0.47,0.1,-1.024,-4.5993,1
+467,15975,4272,4326,"These parameter values are taken from NZGD49 to NZGD2000 (1) (code 1566) and assume that NZGD2000 and WGS 84 are coincident to within the accuracy of the tfm. For better accuracy use NZGD49 to WGS 84 (2) (code 1564) or NZGD49 to WGS 84 (3) (code 1670).",5m accuracy.,3285,-47.4,-34,166.33,178.6,1,0,9603,54.4,-20.1,183.1,,,,,0
+468,1654,4273,4326,"Parameter values from NGO 1948 to ETRS89 (1) (code 1653). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 3 metres.,1352,57.95,71.2,4.6,32.02,1,0,9606,278.3,93,474.5,7.889,0.05,-6.61,6.21,1
+469,1945,4274,4326,"Parameter values from Datum 73 to ETRS89 (2) (code 1792). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 1 metre.,1294,37.01,42.15,-9.5,-6.19,1,1,9606,-231,102.6,29.8,0.615,-0.198,0.881,1.79,0
+470,1983,4274,4326,,For low resolution applications.,1294,37.01,42.15,-9.5,-6.19,1,0,9603,-223.237,110.193,36.649,,,,,1
+471,1987,4274,4326,,For medium resolution applications.,1294,37.01,42.15,-9.5,-6.19,1,0,9607,-239.749,88.181,30.488,-0.263,-0.082,-1.211,2.229,0
+472,1193,4275,4326,"These same parameter values are used to transform to ETRS89. See NTF to ETRS89 (1) (code 1651).",For applications to an accuracy of 2 metres.,1096,41.18,51.54,-9.62,10.3,1,0,9603,-168,-60,320,,,,,1
+473,1195,4277,4326,Derived at 38 stations.,"For military purposes only. Accuracy 10m, 10m and 15m in X, Y and Z axes.",1264,49.96,60.84,-7.56,1.78,1,0,9603,375,-111,431,,,,,0
+474,1196,4277,4326,Derived at 24 stations.,"For military purposes only. Accuracy 5m, 5m and 6m in X, Y and Z axes.",2395,49.94,55.81,-6.37,1.78,1,0,9603,371,-112,434,,,,,0
+475,1197,4277,4326,Derived at 25 stations.,"For military purposes only. Accuracy 10m, 10m and 15m in X, Y and Z axes.",2396,49.94,55.81,-6.37,1.78,1,0,9603,371,-111,434,,,,,0
+476,1198,4277,4326,Derived at 13 stations.,For military purposes only. Accuracy 10m in each axis.,2397,54.62,58.67,-7.67,-0.72,1,0,9603,384,-111,425,,,,,0
+477,1199,4277,4326,Derived at 3 stations.,For military purposes only. Accuracy 20m in each axis.,2398,51.37,53.43,-5.34,-2.64,1,0,9603,370,-108,434,,,,,0
+478,1314,4277,4326,"For a more accurate transformation see OSGB 1936 / British National Grid to ETRS89 (2) (code 1039): contact the Ordnance Survey of Great Britain (http://www.gps.gov.uk/gpssurveying.asp) for details.",Oil exploration. Accuracy better than 4m and generally better than 2m.,2394,49.15,63.83,-6,3.4,1,0,9606,446.448,-125.157,542.06,0.15,0.247,0.842,-20.489,1
+479,4560,4558,4326,"Approximation at the +/- 1m level assuming that RRAF91 is equivalent to WGS 84 within the accuracy of the transformation.","Accuracy +/- 1 metre.",2824,14.4,16.51,-61.8,-60.82,1,0,9603,0,0,0,,,,,1
+480,1074,4281,4326,"Not recognised by Survey of Israel. See Palestine 1923 to WGS 84 (2) (code 8650).","Oil Exploration. Accuracy: 1m to north and 5m to south of east-west line through Beersheba (31°15'N).",1126,29.51,33.98,33.47,35.69,1,0,9606,-275.7224,94.7824,340.8944,-8.001,-4.42,-11.821,1,1
+481,1200,4282,4326,Derived at 1 station.,For military purposes only. Accuracy 25m in each axis.,1072,-7.13,3.72,8.87,18.65,1,0,9603,-148,51,-291,,,,,1
+482,1801,4282,4326,"Derived in 1994 by CGG/Topnav using DORIS system on various stations along the coastline.","?",2574,-5.5,-4,11,12,1,0,9603,-145,52.7,-291.6,,,,,0
+483,1802,4282,4326,Derived by Geoid for Elf in May 1995 using GPS and IGS data by tying 4 geodetic points to ITRF93 epoch 1995.4.,Used by Elf since May 1995 for all offshore Congo operations.,2574,-5.5,-4,11,12,1,0,9606,-178.3,-316.7,-131.5,5.278,6.077,10.979,19.166,0
+484,1150,4283,4326,,GDA94 is a realisation of WGS 84 coincident to within 1 metre. This transformation has an accuracy equal to the coincidence figure.,2575,-45,-10,108,155,1,0,9603,0,0,0,,,,,1
+485,1254,4284,4326,Accuracy estimate not available.,For military purposes.,1198,41.17,82,19.2,-168.98,1,0,9603,28,-130,-95,,,,,0
+486,1267,4284,4326,"Derived through concatenation of Pulkovo 1942 to PZ-90 (1) (tfm code 15844) and PZ-90 to WGS 84 (2) (tfm code 1244). Mandated for use in Russia by GosStandard of Russia Decree #327 of August 9, 2001.",Accuracy 4 metres.,1198,41.17,82,19.2,-168.98,1,0,9607,23.92,-141.27,-80.9,0,-0.35,-0.82,-0.12,1
+487,1287,4284,4326,Derived at 5 stations.,For military purposes. Accuracy 2m in each axis.,1119,45.78,48.6,16.12,22.91,1,1,9603,28,-121,-77,,,,,0
+488,1288,4284,4326,Derived at 11 stations.,"For military purposes only. Accuracy 4m, 2m and 4m in X, Y and Z axes.",1192,49.03,55.95,14.14,24.16,1,1,9603,23,-124,-82,,,,,0
+489,1289,4284,4326,Derived at 6 stations.,"For military purposes only. Accuracy 3m, 3m and 2m in X, Y and Z axes.",1306,47.74,51.05,12.09,22.56,1,1,9603,26,-121,-78,,,,,0
+490,1290,4284,4326,Derived at 5 stations.,For military purposes. Accuracy 2m in each axis.,1139,55.64,58.12,20.98,28.23,1,0,9603,24,-124,-82,,,,,0
+491,1291,4284,4326,Derived at 2 stations.,For military purposes. Accuracy 25m in each axis.,1131,40.67,55.57,46.52,87.41,1,0,9603,15,-130,-84,,,,,0
+492,1292,4284,4326,Derived at 7 stations.,For military purposes. Accuracy 3m in each axis.,1025,39.67,42.69,18.45,21.06,1,1,9603,24,-130,-92,,,,,0
+493,1293,4284,4326,Derived at 4 stations.,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",1197,43.62,48.26,20.26,31.5,1,1,9603,28,-121,-77,,,,,0
+494,1303,4284,4326,Mean of 13 stations along entire Kazak coastline.,Residuals under 2 m.,2405,36.57,47.2,46.7,54.76,1,0,9606,43.822,-108.842,-119.585,1.455,-0.761,0.737,0.549,0
+495,1334,4284,4326,,"?",1090,57.57,59.7,21.84,28,1,0,9607,21.58719,-97.54127,-60.92546,-1.01378,-0.58117,-0.2348,-4.6121,0
+496,1679,4284,4326,"Parameter values taken from Pulkovo 1942 to LKS94(ETRS89) (1) (code 1274) assuming that LKS94(ETRS89) is equivalent to WGS 84 within the accuracy of the transformation.","Approximation at the +/- 1m level.",1145,53.92,56.48,21.07,26.82,1,0,9607,-40.595,-18.55,-69.339,-2.508,-1.832,2.611,-4.299,0
+497,1807,4284,4326,"Derived via WGS72 values taken from SOCAR Magnavox 1502 manual. Used by AIOC 1995-1997 then replaced by the AIOC97 values (tfm code 1808).
+Do not confuse with AIOC95 vertical datum as used in southern Caspian Sea and at Sangachal terminal by AIOC.",Oil industry operations by AIOC prior to 1997.,1038,38.41,41.94,44.82,50.41,1,0,9606,27,-135,-84.5,0,0,0.554,0.2263,0
+498,1808,4284,4326,"Mean of 3 stations in western Georgia, 4 stations in eastern Georgia and 4 stations in eastern Azerbaijan. Derived for use on AIOC early oil western export pipeline, but adopted for all AIOC work replacing the 1995 AIOC transformation (code 1807).",Oil industry operations.,2593,38.26,43.58,40,51.68,1,0,9606,686.1,-123.5,-574.4,8.045,-23.366,10.791,-2.926,0
+499,1809,4284,4326,Parameter values calculated by Elf Exploration and Production based on geodetic survey carried out by Azerbaijan State Committee for Geodesy and Cartography.,Oil industry operations.,2594,38.41,40.42,48.7,50.4,1,0,9606,926.4,-715.9,-186.4,-10.364,-20.78,26.452,-7.224,0
+500,15865,4284,4326,"Derived via PZ-90 at 30 stations throughout USSR (Former Soviet Union, FSU) through concatenation of Pulkovo 1942 to PZ-90 (1) (tfm code 15844) and PZ-90 to WGS 84 (1) (tfm code 15843).",Accuracy 4.5 metres.,2423,35.15,82,19.2,-168.98,1,0,9607,25,-141,-78.5,0,-0.35,-0.736,0,0
+501,1561,4285,4326,Derived at 3 stations.,For military purposes only. Accuracy 20m in each axis.,1195,24.48,27.03,50.61,53.07,1,0,9603,-128,-283,22,,,,,1
+502,1562,4285,4326,"Derived by Brown & Root in 1992 for Qatar General Petroleum Corporation.",Oil exploration.,2406,24.6,27.03,50.61,53.07,1,0,9603,-128.16,-282.42,21.93,,,,,0
+503,1563,4285,4326,"Derived by Qatar Centre for GIS. See Qatar 1974 to WGS 84 (2) (code 1562) for transformation used by QGPC for offshore petroleum industry.",Oil exploration.,1346,24.48,26.18,50.75,51.64,1,0,9603,-128.033,-283.697,21.052,,,,,0
+504,1211,4287,4326,Derived at 2 stations.,"For military purposes. Accuracy 25m, 25m and 32m in X, Y and Z axes.",2407,59.75,72,-55,-40,1,1,9603,164,138,-189,,,,,0
+505,1112,4289,4326,"Replaced by Amersfoort to WGS 84 (2) (code 1672).","?",1275,50.75,53.75,3.2,7.24,1,0,9606,593.16,26.15,478.54,-1.30439800822601,-0.103297414968546,-1.14450153042326,4.0775,0
+506,1672,4289,4326,"Parameter values from Amersfoort to ETRS89 (1) (code 1751) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaces Amersfoort to WGS 84 (1) (code 1112). Replaced by Amersfoort to WGS 84 (3) (code 15934).","Approximation at the +/- 1m level.",1275,50.75,53.75,3.2,7.24,1,0,9607,565.04,49.91,465.84,0.409394387439237,-0.359705195614311,1.86849100035057,4.0772,1
+507,4833,4289,4326,"Parameter values from Amersfoort to ETRS89 (5) (tfm code 4830) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaces Amersfoort to WGS 84 (3) (code 15934).","Approximation at the +/- 1m level.",1275,50.75,53.75,3.2,7.24,1,0,9607,565.4171,50.3319,465.5524,0.398957388243134,-0.343987817378283,1.87740163998045,4.0725,0
+508,15934,4289,4326,"Parameter values from Amersfoort to ETRS89 (3) (tfm code 15739) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaces Amersfoort to WGS 84 (2) (code 1672). Replaced by Amersfoort to WGS 84 (4) (tfm code 4833).","Approximation at the +/- 1m level.",1275,50.75,53.75,3.2,7.24,1,0,9607,565.2369,50.0087,465.658,0.406857330322398,-0.350732676542563,1.8703473836068,4.0812,0
+509,1212,4291,4326,Derived at 84 stations.,"For military purposes only. Accuracy 15m, 6m and 9m in X, Y and Z axes.",1341,-56.15,13,-82,-34,1,1,9603,-57,1,-41,,,,,0
+510,1213,4291,4326,Derived at 10 stations.,For military purposes only. Accuracy 5m in each axis.,1033,-60.04,-21.8,-73.62,-53.5,1,1,9603,-62,-1,-37,,,,,0
+511,1214,4291,4326,Derived at 4 stations.,For military purposes. Accuracy 15m in each axis.,1049,-22.91,-9.69,-69.69,-57.49,1,1,9603,-61,2,-48,,,,,0
+512,1215,4291,4326,Derived at 22 stations.,"For military purposes only. Accuracy 3m, 5m and 5m in X, Y and Z axes.",1053,-35.89,7.25,-74.05,-26.12,1,1,9603,-60,-2,-41,,,,,0
+513,1216,4291,4326,Derived at 9 stations.,"For military purposes only. Accuracy 15m, 8m and 11m in X, Y and Z axes.",1066,-60.04,-17.52,-113.28,-66.39,1,1,9603,-75,-1,-44,,,,,0
+514,1217,4291,4326,Derived at 7 stations.,"For military purposes only. Accuracy 6m, 6m and 5m in X, Y and Z axes.",1070,-4.22,15.93,-85.79,-66.91,1,1,9603,-44,6,-36,,,,,0
+515,1218,4291,4326,Derived at 11 stations.,For military purposes. Accuracy 3m in each axis.,1085,-5.01,4.89,-95.43,-75.26,1,1,9603,-48,3,-44,,,,,0
+516,1219,4291,4326,Derived at 1 station.,For military purposes. Accuracy 25m in each axis.,2356,-1.6,1.75,-92,-89,1,1,9603,-47,26,-42,,,,,0
+517,1220,4291,4326,Derived at 5 stations.,"For military purposes only. Accuracy 9m, 5m and 5m in X, Y and Z axes.",1114,1.19,11.98,-61.43,-55.72,1,1,9603,-53,3,-47,,,,,0
+518,1221,4291,4326,Derived at 4 stations.,For military purposes. Accuracy 15m in each axis.,1188,-27.6,-19.31,-62.68,-54.28,1,1,9603,-61,2,-33,,,,,0
+519,1222,4291,4326,Derived at 6 stations.,For military purposes. Accuracy 5m in each axis.,1189,-20.72,-0.03,-84.73,-68.72,1,1,9603,-58,0,-44,,,,,0
+520,1223,4291,4326,Derived at 1 station.,For military purposes only. Accuracy 25m in each axis.,1235,9.82,11.68,-62.08,-58.53,1,1,9603,-45,12,-33,,,,,0
+521,1224,4291,4326,Derived at 5 stations.,"For military purposes only. Accuracy 3m, 6m and 3m in X, Y and Z axes.",1251,0.65,16.76,-73.36,-57.38,1,1,9603,-45,8,-33,,,,,0
+522,1548,4291,4326,"Derived by Brazilean Institute of Geography and Statistics (IGBE) in 1989. Used by ANP.",Medium and small scale mapping.,1053,-35.89,7.25,-74.05,-26.12,1,1,9603,-66.87,4.37,-38.52,,,,,0
+523,1225,4292,4326,Derived at 5 stations.,For military purposes. Accuracy 1m in each axis.,2355,-52.5,-51.25,-59.75,-57.5,1,0,9603,-355,21,72,,,,,1
+524,1226,4293,4326,Derived at 3 stations.,For military purposes only. Accuracy 20m in each axis.,1169,-31.2,-16.99,8.32,25.28,1,0,9603,616,97,-251,,,,,1
+525,1271,4293,4326,"Beware!  Schwarzeck CRS uses German legal metres. Example: Schwarzeck Lat 19d 35m 46.952s S Long 20d 41m 50.649s E; X=5623409.40 Y=2124618.00 Z=-2125847.62 GLM; X=5623485.86 Y=2124646.89 Z=-2125876.53 m; WGS84 X=5624101.50 Y=2124748.97 Z=2126132.34 m.","?",1169,-31.2,-16.99,8.32,25.28,1,0,9603,615.64,102.08,-255.81,,,,,0
+526,1286,4294,4326,Accuracy estimate not available.,For military purposes.,2354,-5.72,4.4,104.94,119.62,1,1,9603,-403,684,41,,,,,0
+527,1834,4294,4326,Accuracy estimate not available.,For military purposes.,2354,-5.72,4.4,104.94,119.62,1,1,9603,-403,684,41,,,,,0
+528,1835,4294,4326,,Oil exploration.,1360,-5.72,4.4,113.69,119.62,1,1,9603,-387.06,636.53,46.29,,,,,0
+529,1836,4294,4326,,Oil exploration.,2770,-2.35,4.4,113.7,119.62,1,1,9603,-403.4,681.12,46.56,,,,,0
+530,1227,4297,4326,Accuracy estimate not available.,For military purposes.,1149,-28.89,-10.6,41.14,55.34,1,0,9603,-189,-242,-91,,,,,1
+531,1228,4298,4326,Derived at 8 stations.,"For military purposes. Accuracy 10m, 10m and 12m in X, Y and Z axes.",1362,0.85,7.35,109.55,119.26,1,0,9603,-679,669,-48,,,,,0
+532,1592,4298,4326,,Offshore oil exploration.,2348,4.58,6.1,113,115.15,1,0,9603,-678,670,-48,,,,,0
+533,1615,4298,4326,"CARE! Erroneous GPS data was used in the derivation of these parameters. They produce a coordinate difference of 10m horizontally and 50m vertically compared to Timbalai 1948 to WGS 84 (2) (code 1592).",Topographic and engineering survey onshore.,2349,4.02,5.05,114.1,115.36,1,0,9603,-726.282,703.611,-48.999,,,,,0
+534,1852,4298,4326,"Derived by Racal Survey for SSB at 24 coastal stations (including Timbalai fundamental point and 6 other primary triangulation stations) between in Sabah (Kudat southwards) and Sarawak (Sibu northwards).",Oil exploration.,2780,1.5,12,109.5,119,1,0,9606,-533.4,669.2,-52.5,0,0,4.28,9.4,1
+535,1229,4299,4326,Derived at 7 stations.,For military purposes only. Accuracy 3m in each axis.,1305,51.33,55.4,-10.6,-5.33,1,1,9603,506,-122,611,,,,,0
+536,1641,4299,4326,"Parameter values from TM75 to ETRS89 (2) (code 1953). Assumes each pair of (i) TM65 and TM75, and (ii) ETRS89 and WGS 84, can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 1 metre.,1125,48.13,56.72,-13.42,-5.2,1,0,9606,482.5,-130.6,564.6,-1.042,-0.214,-0.631,8.15,1
+537,1954,4300,4326,"Parameter values taken from TM65 to ETRS89 (2) (code 1953). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 1 metre.,1305,51.33,55.4,-10.6,-5.33,1,0,9606,482.5,-130.6,564.6,-1.042,-0.214,-0.631,8.15,1
+538,1956,4300,4326,"Derived at 7 stations. TM75 is based on the geodetic datum of 1965 which should not be confused with the mapping adjustment of 1965 (TM65).",For military purposes only. Accuracy 3m in each axis.,1305,51.33,55.4,-10.6,-5.33,1,0,9603,506,-122,611,,,,,0
+539,1230,4301,4326,Derived at 31 stations.,"For military purposes only. Accuracy 20m, 5m and 20m in X, Y and Z axes.",2409,24.25,45.49,123.68,145.81,1,0,9603,-148,507,685,,,,,0
+540,1231,4301,4326,Derived at 16 stations.,"For military purposes only. Accuracy 8m, 5m and 8m in X, Y and Z axes.",1129,19.01,45.92,122.49,160.09,1,0,9603,-148,507,685,,,,,1
+541,1232,4301,4326,"Derived at 29 stations. Replaced by Tokyo to WGS 84 (5) (code 1305).","For military purposes only. Accuracy 8m, 5m and 8m in X, Y and Z axes.
+.",1135,31.6,39.16,122.52,132.1,1,0,9603,-146,507,687,,,,,0
+542,1233,4301,4326,Derived at 3 stations.,"For military purposes only. Accuracy 20m, 5m and 20m in X, Y and Z axes.",2408,26,27.5,127.5,128.5,1,0,9603,-158,507,676,,,,,0
+543,1305,4301,4326,"Derived at 29 stations. Replaces Tokyo to WGS 84 (3) (code 1232).",For military purposes. Accuracy 2m in each axis.,1135,31.6,39.16,122.52,132.1,1,0,9603,-147,506,687,,,,,0
+544,15484,4301,4326,"Parameter values from Tokyo to JGD2000 (1) (code 15483). Assumes JGD2000 and WGS 84 can be considered the same to within the accuracy of the transformation.","Surveying, mapping and civil engineering purposes. Accuracy on main islands 9m.",1129,19.01,45.92,122.49,160.09,1,0,9603,-146.414,507.337,680.507,,,,,0
+545,1296,4302,4326,Derived in 1989 by ONI for Amoco.,Oil exploration.,1339,9.82,11.68,-62.08,-58.53,1,0,9603,-61.702,284.488,472.052,,,,,1
+546,10085,4302,4326,"Parameter values provided to EOG by Trinidad Ministry of Energy and Energy Industries. Used by EOG offshore Trinidad (including Pelican, Kiskadee and Ibis fields) since 1996.",Oil exploration.,1339,9.82,11.68,-62.08,-58.53,1,0,9603,-61,285.2,471.6,,,,,0
+547,1932,4644,4326,,"Accuracy better than +/- 1 metre.",2823,-22.35,-22.1,166.3,166.5,1,1,9606,-166.207,-154.777,254.831,-37.5444,7.7011,-10.2025,-30.8598,0
+548,15904,4644,4326,"Parameter values taken from NEA74 Noumea to RGNC91-93 (1) ( code 15886) assuming that RGNC91-93 is equivalent to WGS 84 to within the accuracy of the transformation.",Accuracy 1 metre.,2823,-22.35,-22.1,166.3,166.5,1,0,9603,-10.18,-350.43,291.37,,,,,1
+549,1294,4304,4326,Accuracy estimate not available.,For military purposes.,2347,31.5,37.09,-3.89,9.23,1,0,9603,-73,-247,227,,,,,1
+550,15815,4728,4326,Determined at 1 satellite station.,"Military and topographic mapping. Accuracy +/- 25m in each axis.",3199,27.6,29.5,-18.3,-13.3,1,0,9603,-307,-92,127,,,,,1
+551,1253,4307,4326,Derived at 3 stations.,For military purposes only. Accuracy 25m in each axis.,1026,18.98,37.09,-8.67,11.99,1,0,9603,-186,-93,310,,,,,1
+552,1255,4307,4326,"CAUTION: Source CRS described by DMA as from Voirol 1960. OGP believes that the data used in the derivation of these parameters contains a blunder. We recommend using transformation North Sahara 1959 to WGS84 (1) (code 1253). Derived at 2 stations.",For military purposes only. Accuracy 25m in each axis.,1365,32,37.09,-2.92,9.09,1,0,9603,-123,-206,219,,,,,0
+553,1815,4307,4326,Used by BP in District 3 and In Salah Gas.,Oil industry operations.,2598,25,32,1.5,3.25,1,0,9606,-152.9,43.8,358.3,2.714,1.386,-2.788,-6.743,0
+554,1816,4307,4326,"Derived at astro station central to concession. Significant and varying differences (>100m) at 4 neighbouring astro stations.",Oil industry operations.,2599,27.5,28.25,9,9.7,1,0,9603,-95.7,10.2,158.9,,,,,0
+555,1817,4307,4326,Derived at astro station Guerrara.,Oil industry operations.,2600,31.3,31.5,6.8,7.2,1,0,9603,-165.914,-70.607,305.009,,,,,0
+556,15874,4307,4326,"Derived at 11 stations throughout blocks 317b, 319b, 321b and 322b. Network based on station P4 (horizontal) and benchmark RN51 (vertical) using EGM96 geoid height. Used by Statoil in Hassi Mouina.",Oil exploration and production. Accuracy 5m.,3402,29.25,31,0,1.52,1,0,9603,-169.559,-72.34,303.102,,,,,0
+557,1234,4309,4326,Accuracy estimate not available.,For military purposes.,1247,-37.87,-30.12,-58.51,-50.45,1,0,9603,-155,171,37,,,,,1
+558,1235,4311,4326,Derived at 5 stations.,"For military purposes. Accuracy 5m, 5m and 8m in X, Y and Z axes.",1222,1.84,9.51,-58.11,-52.87,1,0,9603,-265,120,-358,,,,,1
+559,1194,4312,4326,May be taken as approximate transformation MGI to ETRS89 assuming ETRS89 is equivalent to WGS 84 within the accuracy of the transformation - see tfm code 1024. Information source gives scale as -2.388739 ppm.,Provincial GIS and other applications to an accuracy of 0.5 metres.,1543,46.6,47.9,13.5,16.2,1,0,9607,601.705,84.263,485.227,-4.7354,-1.3145,-5.393,-2.3887,0
+560,1306,4312,4326,Accuracy estimate not available.,For military purposes only.,2370,41.85,46.88,13.38,23.01,1,1,9603,682,-203,480,,,,,0
+561,1471,4312,4326,,For applications to an accuracy of 1.5 metres.,1037,46.41,49.02,9.53,17.17,1,1,9606,-577.326,-90.129,-463.919,-5.1365988,-1.4742,-5.2970436,-2.4232,0
+562,1618,4312,4326,"Same transformation parameters used for MGI to ETRS89 (1) (code 1619).",For applications to an accuracy of 1.5 metres.,1037,46.41,49.02,9.53,17.17,1,0,9606,577.326,90.129,463.919,5.137,1.474,5.297,2.4232,1
+563,1621,4312,4326,"Parameter values from MGI to ETRS89 (2) (code 1620). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 1 metre.,1076,42.3,46.57,13.02,19.5,1,1,9606,551.7,162.9,467.9,6.04,1.96,-11.38,-4.82,0
+564,1786,4312,4326,"Parameter values from MGI to ETRS89 (3) (code 1785). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 1 metre.,1212,45.44,46.91,13.37,16.68,1,1,9606,426.9,142.6,460.1,4.91,4.49,-12.42,17.1,0
+565,1794,4312,4326,"For more accurate transformation see MGI to WGS 84 (7) (code 1795).",Oil industry,3536,41.82,43.55,18.44,20.39,1,1,9603,695.5,-216.6,491.1,,,,,0
+566,15982,4312,4326,"Parameter values from MGI to Slovenia 1996 (1) (code 15981). Assumes Slovenia 1996 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 1 metre.,1212,45.44,46.91,13.37,16.68,1,1,9607,409.545,72.164,486.872,-3.085957,-5.46911,11.020289,17.919665,0
+567,1609,4313,4326,"Scale difference is given by information source as 0.999999. Given in this record in ppm to assist application usage. Very similar parameter values (to slightly less precision) used for BD72 to ETRS89: see code 1652.",For applications to an accuracy of 1 metre.,1044,49.53,51.83,2.12,6.4,1,0,9607,-99.059,53.322,-112.486,-0.419,0.83,-1.885,-1,0
+568,1610,4313,4326,,For applications to an accuracy of 5 metres.,1044,49.53,51.83,2.12,6.4,1,0,9603,-125.8,79.9,-100.5,,,,,0
+569,15749,4313,4326,"Parameter values from BD72 to ETRS89 (2) (code 15748). Scale difference is given by information source as 1.0000012747. Given in this record in ppm to assist application usage.",For applications to an accuracy of 0.5 metre.,1044,49.53,51.83,2.12,6.4,1,1,9607,-106.8686,52.2978,-103.7239,-0.3366,0.457,-1.8422,1.2747,1
+570,15929,4313,4326,"Parameter values from BD72 to ETRS89 (2) (code 15928). Scale difference is given by information source as -1.0000012747. Given in this record in ppm to assist application usage.",For applications to an accuracy of 0.5 metre.,1044,49.53,51.83,2.12,6.4,1,0,9607,-106.8686,52.2978,-103.7239,-0.3366,0.457,-1.8422,-1.2747,0
+571,1673,4314,4326,"Parameter values from DHDN to ETRS89 (1) (code 1309) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaced by DHDN to WGS 84 (2) (tfm code 1777).",For applications with an accuracy at 5 m level.,2326,47.27,55.04,5.87,13.83,1,0,9607,582,105,414,-1.04,-0.35,3.08,8.3,1
+572,1777,4314,4326,"Parameter values from DHDN to ETRS89 (2) (code 1776) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaces DHDN to WGS 84 (1) (tfm code 1673).",For applications with an accuracy at 3 m level,2326,47.27,55.04,5.87,13.83,1,0,9606,598.1,73.7,418.2,0.202,0.045,-2.455,6.7,0
+573,15869,4314,4326,"Parameter values taken from RD/83 to ETRS89 (1) (tfm code 15868) assuming that within the accuracy of the transformation ETRS89 is equivalent to WGS 84 and RD/83 is equivalent to DHDN.",For applications with an accuracy at 2m level,1343,50.17,54.72,9.87,15.03,1,0,9606,612.4,77,440.2,-0.054,0.057,-2.797,2.55,0
+574,1517,4315,4326,,"?",1112,6.38,12.69,-17.07,-7.65,1,0,9603,-23,259,-9,,,,,1
+575,1789,4316,4326,"Parameter values taken from Pulkovo 1942 to WGS 84 (9) (code 1293) assuming that","?",1197,43.62,48.26,20.26,31.5,1,1,9603,103.25,-100.4,-307.19,,,,,0
+576,1995,4316,4326,,Oil exploration,1197,43.62,48.26,20.26,31.5,1,0,9603,103.25,-100.4,-307.19,,,,,1
+577,1097,4317,4326,"Parameter values taken from Pulkovo 1942 to WGS 84 (9) (code 1293) assuming that Pulkovo 1942 in Romania is equivalent to Dealul Piscului 1970.","Accuracy 3m, 5m and 3m in X, Y and Z axes.",1197,43.62,48.26,20.26,31.5,1,1,9603,28,-121,-77,,,,,0
+578,1996,4317,4326,,Oil exploration,1197,43.62,48.26,20.26,31.5,1,1,9603,44.107,-116.147,-54.648,,,,,0
+579,1060,4318,4326,,1 metre accuracy.,1136,28.56,30.1,46.57,49.24,1,0,9603,-3.2,-5.7,2.8,,,,,1
+580,1061,4319,4326,,For applications requiring an accuracy of better than 1 metre.,1136,28.56,30.1,46.57,49.24,1,0,9603,-20.8,11.3,2.4,,,,,1
+581,1062,4319,4326,,For applications requiring an accuracy of better than 1 metre.,1136,28.56,30.1,46.57,49.24,1,0,9607,226.702,-193.337,-35.371,2.229,4.391,-9.238,0.9798,0
+582,1237,4322,4326,,For scientific purposes.,1262,-90,90,-180,180,1,0,9606,0,0,4.5,0,0,0.554,0.2263,1
+583,1238,4322,4326,,For scientific purposes.,1262,-90,90,-180,180,1,0,9606,0,0,4.5,0,0,0.554,0.219,0
+584,15821,4731,4326,Derived at 1 satellite station.,"For military and topographic mapping. Accuracy +/-25m in each axis.",3195,-18.6,-17.26,177.02,178.87,1,1,9603,51,391,-36,,,,,0
+585,1240,4324,4326,,Geodesy.,2346,-90,90,-180,180,1,0,9606,0,0,1.9,0,0,0.814,-0.38,1
+586,15820,4730,4326,Derived at 1 satellite station.,For military and topographic mapping. Accuracy 25m in each axis.,3194,-17.4,-14.61,166.5,168.31,1,0,9603,170,42,84,,,,,1
+587,15822,4732,4326,Derived at 10 satellite stations.,"For military and topographic mapping. Accuracy +/-3 m in each axis.",3191,8.64,19.34,162.03,168,1,0,9603,102,52,-38,,,,,1
+588,3817,3819,4326,Horizontal coordinates of 66 points of the National Geodetic Network were used to compute this transformation.,GIS and topographic survey.,1119,45.78,48.6,16.12,22.91,1,0,9607,595.48,121.69,515.35,-4.115,2.9383,-0.853,-3.408,1
+589,1920,4645,4326,,"Accuracy +/- 1 metre.",1174,-23.46,-17.26,157.09,173.89,1,1,9603,0,0,0,,,,,0
+590,15823,4733,4326,Derived at 2 satellite stations.,"For military and topographic mapping. Accuracy +/-25m in each axis.",3190,19.26,19.34,166.58,166.66,1,0,9603,276,-57,149,,,,,1
+591,3830,3824,4326,"Approximation at the +/- 1m level assuming that TWD97 is equivalent to WGS 84.","Accuracy +/- 1m.",1228,21.43,26.36,118.07,122.49,1,0,9603,0,0,0,,,,,1
+592,15816,4734,4326,Determined at 1 satellite station.,"Military and topographic mapping. Accuracy +/- 25m in each axis.",3184,-37.43,-37.05,-12.73,-12.21,1,0,9603,-632,438,-609,,,,,1
+593,15808,4724,4326,Derived at 2 satellite stations.,"Military and topographic mapping. Accuracy +/- 25m in each axis.",3189,-7.49,-7.21,72.34,72.5,1,0,9603,208,-435,-229,,,,,1
+594,15810,4735,4326,Derived at 1 satellite station.,"Military and topographic mapping. Accuracy +/- 25m in each axis.",3192,4,12.76,136.66,168.43,1,0,9603,647,1777,-1124,,,,,1
+595,15812,4736,4326,,"Scientific mapping. Accuracy +/- 20m in each axis.",3204,-64.1,-62.86,-61,-60.18,1,0,9603,260,12,-147,,,,,1
+596,15795,4707,4326,Derived at 1 satellite station. Same transformation parameter values related to same datum area given in original 1987 DMA TR8350.2 edition for Sorol Atoll.,For military purposes only. Accuracy 25m in each axis.,3181,23.61,23.88,-166.33,-166.03,1,0,9603,114,-116,-333,,,,,1
+597,15801,4714,4326,Derived at 3 satellite stations.,"Millitary and topographic mapping; Accuracy +/- 20 m in each axis",3193,-19.7,-17.4,168.1,169.64,1,0,9603,-127,-769,472,,,,,1
+598,15831,4737,4326,"Approximation at the +/- 1m level assuming that ITRF2000 is equivalent to WGS 84.","Accuracy +/- 1 metre.",1135,31.6,39.16,122.52,132.1,1,0,9603,0,0,0,,,,,1
+599,15771,4692,4326,"Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from Maupiti 83 to RGPF (1) (tfm code 15759).","Accuracy +/- 1 metre.",3126,-16.52,-16.33,-152.33,-152.16,1,0,9603,217.037,86.959,23.956,,,,,1
+600,15973,4055,4326,"Executes change of sphere/ellipsoid",Web mapping. Accuracy may be no better than 800 metres.,1262,-90,90,-180,180,1,1,9603,0,0,0,,,,,0
+601,15842,4739,4326,"Derived at 2 satellite stations. Care: does not use Hong Kong 1963 (code 4838) as the source CRS.","Military mapping. Accuracy +/- 1m.",1118,22.16,22.62,113.89,114.57,1,0,9603,-156,-271,-189,,,,,1
+602,1925,4639,4326,,"Accuracy +/- 10 metres.",2815,-14,-13,-177,-176,1,1,9603,252,-132,-125,,,,,0
+603,15847,4639,4326,"Replaces information from 2001 (tfm code 1925).","Accuracy +/- 10 metres.",2815,-14,-13,-177,-176,1,0,9603,253,-132,-127,,,,,1
+604,15802,4715,4326,No accuracy estimate available.,Miltiary and scientific mapping.,3205,-78,-77,165.5,167,1,0,9603,-104,-129,239,,,,,1
+605,1994,4657,4326,,Low accuracy applications.,1120,59.87,69.23,-28.64,-10.32,1,0,9603,-28,199,5,,,,,1
+606,15872,4743,4326,Derived from shifts in UTM rectangular coordinates for Basra area provided by Iraq National Oil Exploration Company.,Oil exploration.,3397,29.06,31,46,49.4,1,0,9603,84.1,-320.1,218.7,,,,,1
+607,1951,4658,4326,Derived at 6 stations.,"Accuracy 3m, 3m and 5m in X, Y and Z axes.",1120,59.87,69.23,-28.64,-10.32,1,0,9603,-73,46,-86,,,,,1
+608,3894,3889,4326,"Approximation at the +/- 1m level assuming that IGRS is equivalent to WGS 84 within the accuracy of the transformation.",Accuracy 1m.,1124,29.06,37.41,38.82,49.4,1,0,9603,0,0,0,,,,,1
+609,1952,4659,4326,For many purposes ISN93 can be considered to be coincident with WGS 84.,"Approximation at the +/- 1m level assuming that ISN93 is equivalent to WGS 84.",1120,59.87,69.23,-28.64,-10.32,1,0,9603,0,0,0,,,,,1
+610,1957,4660,4326,Derived at 3 stations. Residuals under 1m.,For applications to an accuracy of 1 metre.,2869,70.8,71.2,-9.15,-7.9,1,0,9606,982.6087,552.753,-540.873,6.68162662527694,-31.6114924086422,-19.8481610048168,16.805,1
+611,1958,4661,4326,,LKS92 is a realisation of ETRS89 coincident to WGS84 within 1 metre. This transformation has an accuracy equal to the coincidence figure.,1139,55.64,58.12,20.98,28.23,1,0,9603,0,0,0,,,,,1
+612,15849,4213,4326,"Used by Elf / CGG between December 1991 and March 1992. Probably derived from results of concatenated tfm Beduaram to WGS 84 (1) (code 8634).",Oil exploration.,2771,12.6,16.5,8,15.5,1,0,9603,-106,-87,188,,,,,1
+613,15803,4716,4326,Derived at 4 satellite stations.,"Miltary and topographic mapping. Accuracy +/- 15 m in each axis.",3196,-4.64,-2.72,-174.2,-171.3,1,0,9603,298,-304,-375,,,,,1
+614,3915,3906,4326,"Parameter values from MGI 1901 to ETRS89 (3) (code 3914). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 1 metre.,1212,45.44,46.91,13.37,16.68,1,0,9606,426.9,142.6,460.1,4.91,4.49,-12.42,17.1,0
+615,3917,3906,4326,"Parameter values from MGI 1901 to Slovenia 1996 (1) (code 3916). Assumes Slovenia 1996 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 1 metre.,1212,45.44,46.91,13.37,16.68,1,0,9607,409.545,72.164,486.872,-3.085957,-5.46911,11.020289,17.919665,0
+616,3962,3906,4326,Accuracy estimate not available from information source but established empirically by OGP.,For military purposes only.,2370,41.85,46.88,13.38,23.01,1,0,9603,682,-203,480,,,,,1
+617,3964,3906,4326,"Parameter values from MGI 1901 to ETRS89 (2) (code 3963). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.",For applications to an accuracy of 1 metre.,1076,42.3,46.57,13.02,19.5,1,0,9606,551.7,162.9,467.9,6.04,1.96,-11.38,-4.82,0
+618,3965,3906,4326,,Oil industry,3536,41.82,43.55,18.44,20.39,1,0,9603,695.5,-216.6,491.1,,,,,0
+619,15879,4747,4326,"Approximation at the +/- 1m level assuming that GR96 is equivalent to WGS 84 within the accuracy of the transformation.","For applications with an accuracy of +/- 1m.",1107,53.7,85.05,-75.1,5.37,1,0,9603,0,0,0,,,,,1
+620,1962,4662,4326,Withdrawn by information source and replaced by improved information from local authority - see tfm code 15903.,"Accuracy +/- 10 metres.",2822,-22.5,-20,163.9,167.1,1,0,9603,-13,-348,292,,,,,1
+621,1963,4662,4326,Withdrawn by information source and replaced by improved information - see tfm code 15903.,"Accuracy better than +/- 1 metre.",2822,-22.5,-20,163.9,167.1,1,0,9606,97.295,-263.247,310.882,-1.5999,0.8386,3.1409,13.3259,0
+622,15903,4662,4326,"Parameter values taken from IGN72 Grande Terre to RGNC91-93 (1) ( code 15882) assuming that RGNC91-93 is equivalent to WGS 84 to within the accuracy of the transformation.","Accuracy +/- 2 metres.",2822,-22.5,-20,163.9,167.1,1,0,9603,-11.64,-348.6,291.98,,,,,0
+623,15878,4748,4326,"Approximation at the +/- 50m level assuming that Vanua Levu 1915 is equivalent to Vitu Levu 1912 within the accuracy of the transformation. Parameter values taken from Vitu Levu 1912 to WGS 84 (1) (tfm code 15897).","For applications with an accuracy of +/-50m.",3401,-17.05,-16,178.25,-179.5,1,0,9603,51,391,-36,,,,,1
+624,1966,4663,4326,Derived at Forte de Sao Tiago.,For low resolution applications.,2870,32.62,33.15,-17.27,-16.25,1,0,9603,-502.862,-247.438,312.724,,,,,1
+625,1967,4663,4326,,For medium resolution applications.,2870,32.62,33.15,-17.27,-16.25,1,0,9607,-210.502,-66.902,-48.476,-2.094,15.067,5.817,0.485,0
+626,15880,4749,4326,,"Accuracy +/- 1 metre.",1174,-23.46,-17.26,157.09,173.89,1,0,9603,0,0,0,,,,,1
+627,1968,4664,4326,Calculated in 2001.,For low resolution applications.,2871,37.65,37.95,-25.9,-25.1,1,0,9603,-204.633,140.216,55.199,,,,,0
+628,1969,4664,4326,Calculated in 2001.,For medium resolution applications.,2871,37.65,37.95,-25.9,-25.1,1,0,9607,-211.939,137.626,58.3,0.089,-0.251,-0.079,0.384,0
+629,1970,4664,4326,Mean for all islands in group.,For low resolution applications.,1345,36.9,37.95,-25.9,-24.95,1,0,9603,-204.619,140.176,55.226,,,,,1
+630,1971,4664,4326,Mean for all islands in group.,For medium resolution applications.,1345,36.9,37.95,-25.9,-24.95,1,0,9607,-208.719,129.685,52.092,0.195,0.014,-0.327,0.198,0
+631,15881,4750,4326,"Parameter values taken from ST87 Ouvea to RGNC91-93 (1) ( code 15885) assuming that RGNC91-93 is equivalent to WGS 84 to within the accuracy of the transformation.","Accuracy better than +/- 1 metre.",2813,-20.75,-20.35,166.35,166.7,1,0,9603,-56.263,16.136,-22.856,,,,,1
+632,1972,4665,4326,,For low resolution applications.,2872,38.6,38.85,-27.4,-27.05,1,0,9603,-106.301,166.27,-37.916,,,,,0
+633,1973,4665,4326,,For medium resolution applications.,2872,38.6,38.85,-27.4,-27.05,1,0,9607,-105.854,165.589,-38.312,0.003,0.026,-0.024,-0.048,0
+634,1974,4665,4326,,For low resolution applications.,2873,38.5,38.65,-28.8,-28.58,1,0,9603,-106.248,166.244,-37.845,,,,,0
+635,1975,4665,4326,,For medium resolution applications.,2873,38.5,38.65,-28.8,-28.58,1,0,9607,-104,162.924,-38.882,0.075,0.071,-0.051,-0.338,0
+636,1976,4665,4326,,For low resolution applications.,2874,38.37,38.57,-28.55,-28,1,0,9603,-106.044,166.655,-37.876,,,,,0
+637,1977,4665,4326,,For medium resolution applications.,2874,38.37,38.57,-28.55,-28,1,0,9607,-95.323,166.098,-69.942,0.215,1.031,-0.047,1.922,0
+638,1978,4665,4326,,For low resolution applications.,2875,38.5,38.75,-28.35,-27.75,1,0,9603,-106.253,166.239,-37.854,,,,,0
+639,1979,4665,4326,,For medium resolution applications.,2875,38.5,38.75,-28.35,-27.75,1,0,9607,-100.306,161.246,-48.761,0.192,0.385,-0.076,0.131,0
+640,1980,4665,4326,Mean for all islands in group.,For low resolution applications.,1301,38.35,39.15,-28.85,-27,1,0,9603,-106.226,166.366,-37.893,,,,,1
+641,1981,4665,4326,Mean for all islands in group.,For medium resolution applications.,1301,38.35,39.15,-28.85,-27,1,0,9607,-103.088,162.481,-28.276,-0.167,-0.082,-0.168,-1.504,0
+642,1986,4666,4326,,For low resolution applications.,1294,37.01,42.15,-9.5,-6.19,1,0,9603,508.088,-191.042,565.223,,,,,1
+643,1990,4666,4326,,For medium resolution applications.,1294,37.01,42.15,-9.5,-6.19,1,0,9607,631.392,-66.551,481.442,-1.09,4.445,4.487,-4.43,0
+644,15804,4717,4326,Derived at 19 satellite stations.,"US space and military operations. Accuracy +/- 3 m in each axis.",3206,20.8,30.69,-82,-72.72,1,0,9603,-2,151,181,,,,,1
+645,15897,4752,4326,Derived at 1 satellite station.,"For military and topographic mapping. Accuracy +/-25m in each axis.",3195,-18.6,-17.26,177.02,178.87,1,0,9603,51,391,-36,,,,,1
+646,1993,4667,4326,For all practical purposes this transformation is exact.,Boundary demarcation.,2876,29.05,30.1,46.5,48,1,0,9603,0,0,0,,,,,1
+647,15752,4668,4326,Derived at 22 stations.,For military purposes. Accuracy 3m in each axis.,3111,36,71.05,-8.95,31.6,1,0,9603,-86,-98,-119,,,,,1
+648,15908,4754,4326,Derived at 5 stations throughout Libya used to define LGD2006 in May 2006.,For applications to an accuracy of 0.1 metre.,1143,19.51,36,9.31,25.98,1,0,9603,-208.4058,-109.8777,-2.5764,,,,,1
+649,4477,4463,4326,"Approximation at the +/- 1m level assuming that RGSPM06 is equivalent to WGS 84.","Accuracy +/- 1 metre.",1220,43.53,47.39,-58.02,-55.12,1,0,9603,0,0,0,,,,,1
+650,15912,4755,4326,"Approximation at the +/- 1m level assuming that DGN95 is equivalent to WGS 84 within the accuracy of the transformation.",Accuracy 1 metre.,1122,-13.01,7.92,91.66,141.1,1,0,9603,0,0,0,,,,,1
+651,1555,4158,4326,Derived in 1989 by ONI for Amoco.,Oil exploration.,3143,10.04,10.84,-61.93,-60.91,1,0,9603,-0.465,372.095,171.736,,,,,1
+652,1556,4158,4326,Described by NIMA as Naparima to WGS 84. In Trinidad the source CRS is better known as Naparima 1955. EPSG has duplicated the tfm using the alternative source CRSs. See also tfm code 1307.,For military purposes only. Accuracy given by NIMA 15m in each axis. EPSG believes there is an 8-10m blunder in dX.,3143,10.04,10.84,-61.93,-60.91,1,0,9603,-2,374,172,,,,,0
+653,4476,4470,4326,"Approximation at the +/- 1m level assuming that RGM04 is equivalent to WGS 84.","Accuracy +/- 1 metre.",1159,-14.37,-11.32,44.13,45.77,1,0,9603,0,0,0,,,,,1
+654,1931,4643,4326,,"Accuracy better than +/- 1 metre.",2821,-19.85,-19.54,163.55,163.7,1,0,9606,-480.26,-438.32,-643.429,16.3119,20.1721,-4.0349,-111.7002,1
+655,4290,4475,4326,"Parameter values taken from Cadastre 1997 to RGM04 (1) (transformation code 4478) assuming that RGM04 is coincident with WGS 84 within the accuracy of the transformation.","Accuracy +/- 1 metre.",3340,-13,-12.6,44.97,45.32,1,0,9603,-381.788,-57.501,-256.673,,,,,1
+656,15787,4701,4326,Derived by Topnav in 1991 at station TSH 85.,Oil exploration. Accuracy 5m.,3171,-6.1,-3.95,12.21,16.5,1,0,9603,-79.9,-158,-168.9,,,,,1
+657,4832,4483,4326,,Accuracy 1m.,1160,12.24,32.74,-121.91,-84.69,1,0,9603,0,0,0,,,,,1
+658,1917,4633,4326,Withdrawn by information source and replaced by improved information from local authority - see tfm code 15902.,"Accuracy +/- 10 metres.",2814,-21.2,-20.7,167,167.5,1,0,9603,336,223,-231,,,,,1
+659,1927,4633,4326,Withdrawn by information source and replaced by improved information - see tfm code 15902.,"Accuracy better than +/- 1 metre.",2814,-21.2,-20.7,167,167.5,1,0,9606,137.092,131.66,91.475,-1.9436,-11.5993,-4.3321,-7.4824,0
+660,15902,4633,4326,"Parameter values taken from IGN56 Lifou to RGNC91-93 (1) ( code 15883) assuming that RGNC91-93 is equivalent to WGS 84 to within the accuracy of the transformation.",Accuracy 1 metre.,2814,-21.2,-20.7,167,167.5,1,0,9603,335.47,222.58,-230.94,,,,,0
+661,15925,4758,4326,,For all practical purposes JAD2001 can be considered to be coincident with WGS 84.,1128,14.63,19.42,-80.74,-74.38,1,0,9603,0,0,0,,,,,1
+662,15845,4161,4326,Transformation parameter precision given to millimetres in information source but due to accuracy rounded to nearest decimetre for EPSG database.,Geodetic surveying within the oil industry. Accuracy 25 m.,1265,-46.7,-45.2,-69.5,-67.1,1,0,9603,27.5,14,186.4,,,,,1
+663,15931,4759,4326,"Approximation at the +/- 1m level assuming that NAD83(NSRS2007) is equivalent to WGS 84 within the accuracy of the transformation.",For applications to an accuracy of 1 metre.,1511,-15.17,71.35,172.4,-63.89,1,0,9603,0,0,0,,,,,1
+664,1540,4163,4326,,Accuracy better than 1 metre.,1257,11.61,19.01,41.44,55.03,1,0,9603,0,0,0,,,,,1
+665,15806,4719,4326,Derived at 1 satellite station.,"Military and topographic mapping. Accuracy +/- 25m in each axis",3188,-27.21,-27.06,-109.47,-109.23,1,0,9603,211,147,111,,,,,1
+666,15860,4702,4326,Mauritania 1999 can be considered to be the same as WGS 84 within the accuracy of this transformation.,Minerals management. Accuracy 1m.,1157,14.73,27.31,-20.41,-4.81,1,0,9603,0,0,0,,,,,1
+667,15971,4762,4326,"Approximation at the +/- 1m level assuming that BDA2000 is equivalent to WGS 84.","Accuracy +/- 1 metre.",1047,28.87,35.77,-68.23,-61.34,1,0,9603,0,0,0,,,,,1
+668,15972,4763,4326,"Approximation at the +/- 1m level assuming that Pitcairn 2006 is equivalent to WGS 84.","Accuracy +/- 1 metre.",3208,-25.16,-25,-130.18,-129.99,1,0,9603,0,0,0,,,,,1
+669,1558,4166,4326,Derived at 5 stations.,For military purposes. Accuracy 1m in each axis.,1135,31.6,39.16,122.52,132.1,1,0,9603,0,0,0,,,,,1
+670,4084,4081,4326,"Approximation at the +/- 1m level assuming that REGCAN95 is equivalent to WGS 84.","Accuracy +/- 1m.",3199,27.6,29.5,-18.3,-13.3,1,0,9603,0,0,0,,,,,1
+671,15974,4764,4326,"Approximation at the +/- 1m level assuming that RSRGD2000 is equivalent to WGS 84.","Accuracy +/- 1 metre.",3558,-90,-60,145,-140,1,0,9603,0,0,0,,,,,1
+672,15870,4679,4326,Derived at 5 points in 2002.,Hydrographic survey,2967,19.36,21.25,-17.5,-16,1,0,9603,-80.01,253.26,291.19,,,,,1
+673,15976,4765,4326,"Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.","Accuracy +/- 1 metre.",1212,45.44,46.91,13.37,16.68,1,0,9603,0,0,0,,,,,1
+674,15709,4680,4326,Derived by IGN in 1992 at 7 stations within Nouakchott city.,Oil exploration.,2972,17.8,18.3,-18.1,-15.75,1,0,9603,124.5,-63.5,-281,,,,,1
+675,15876,4720,4326,"Approximation at the +/- 2m level assuming that Fiji 1986 is equivalent to WGS 72. Parameter values taken from WGS 72 to WGS 84 (1) (tfm code 1237).",tbc,1094,-25.1,-9.79,172.87,-176.16,1,0,9606,0,0,4.5,0,0,0.554,0.2263,1
+676,15877,4720,4326,"Suitable for GIS mapping purposes but not rigorous surveying. Very similar results may be obtained through Fiji 1986 to WGS 84 (1) (tfm code 15876).","Horizontal accuracy 2m, vertical accuracy approximately 40 metres..",3398,-18.5,-16,177,-179.5,1,0,9607,-35.173,136.571,-36.964,1.37,-0.842,-4.718,-1.537,0
+677,15700,4682,4326,Derived at origin station in Dhaka.,Oil exploration.,1041,15.09,26.65,88.1,92.72,1,1,9603,283.8,735.9,261.1,,,,,0
+678,15779,4682,4326,Derived at origin station in Dhaka. Source information given to 3 decimal places but rounded by OGP to be commensurate with stated accuracy.,Oil exploration.,1041,15.09,26.65,88.1,92.72,1,0,9603,283.7,735.9,261.1,,,,,1
+679,1919,4635,4326,,"Accuracy better than +/- 1 metre.",2813,-20.75,-20.35,166.35,166.7,1,1,9606,-122.383,-188.696,103.344,3.5107,-4.9668,-5.7047,4.4798,0
+680,15708,4683,4326,Derived during GPS campaign which established PRS92 coordinates at 330 first order stations.,"Accuracy: 1-10 parts per million.",1190,2.25,21.43,116.09,140.08,1,0,9607,-127.62,-67.24,-47.04,3.068,-4.903,-1.578,-1.06,1
+681,15713,4684,4326,Derived at 1 station.,For military purposes only. Accuracy 25m in each axis.,1152,-4.04,8.09,69.22,77.13,1,0,9603,-133,-321,50,,,,,1
+682,15830,4723,4326,Determined from 6 satellite stations.,"Topographic survey. Accuracy +/- 1m.",3186,19.65,19.76,-80.1,-79.71,1,0,9603,67.8,106.1,138.8,,,,,1
+683,4064,4046,4326,"Approximation at the +/- 1m level assuming that RGRDC 2005 is equivalent to WGS 84 within the accuracy of the transformation.",Accuracy 1m.,3613,-13.46,-3.3,28.5,30.78,1,0,9603,0,0,0,,,,,1
+684,15846,4706,4326,"Sometime referred to as ""Egypt 1907 to WGS 84"". However, application to WGS 84 coordinates of the reverse of this tfm results in Gulf of Suez S-650 TL, not Egypt 1907, position. Gulf of Suez S-650 TL and Egypt 1907 CRSs differ by some 20 metres.",Used for oil exploration by GUPCO.,2341,27.3,29.96,32.3,34.25,1,0,9603,-146.21,112.63,4.05,,,,,1
+685,15918,4214,4326,Provided by BGP to TOTAL in June 2006.,Geophysical exploration in Ordos basin. Accuracy stated as 1m within basin.,3466,37.75,38.25,108,108.5,1,0,9603,12.646,-155.176,-80.863,,,,,0
+686,15919,4214,4326,Derived via WGS 72BE. Original transformation derived in 1979 at 4 stations on Yellow Sea coast.,Geophysical exploration in Yellow Sea.,3469,31.4,37,119.2,124.2,1,0,9606,15.53,-113.82,-41.38,0,0,0.814,-0.38,0
+687,15920,4214,4326,"Derived via WGS 72BE. Original transformation derived by GSI in 1980-81. The GSI memo incorrectly gave the parameters as from WGS 72 to Beijing 1954, but it has been determined by the OGP that the memo should have stated from Beijing 1954 to WGS 72BE.",Geophysical exploration in South China Sea.,3470,19.5,22,111,117,1,0,9606,31.4,-144.3,-74.8,0,0,0.814,-0.38,0
+688,15921,4214,4326,Provided by BGP to ELF in 1994.,Geophysical exploration in Tarim basin. Accuracy stated as 1m within basin.,3507,37,42,77.5,88,1,0,9603,15.8,-154.4,-82.3,,,,,1
+689,15935,4214,4326,Concatenated via WGS 72BE. Recomputation by Shelltech in 1981 of SSB 1980 observation.,Geophysical exploration in Bei Bu basin. Accuracy stated as 1m within basin.,3561,19,21.4,108,109.6,1,0,9606,18,-136.8,-73.7,0,0,0.814,-0.38,0
+690,15936,4214,4326,Provided by Sinopec to TOTAL in January 2007.,Geophysical exploration in Ordos basin. Accuracy stated as 1m within basin.,3466,37.75,38.25,108,108.5,1,0,9603,11.911,-154.833,-80.079,,,,,0
+691,15875,4721,4326,Derived at 20 stations.,"For military purposes. Accuracy 5m, 3m and 2m in X, Y and Z axes.",3398,-18.5,-16,177,-179.5,1,0,9603,265.025,384.929,-194.046,,,,,1
+692,15832,4687,4326,"Transformation is to original definition of WGS 84. It is consistent with later WGS 84 realisations G730, G873 and G1150 to no better than 1m.","Accuracy +/- 0.5 metre (to original definition of WGS 84 - see remarks).",1098,-29,-7,-155,-132,1,0,9607,0.072,-0.507,-0.245,0.0183,-0.0003,0.007,-0.0093,1
+693,15833,4687,4326,"Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84.","Accuracy +/- 1 metre.",1098,-29,-7,-155,-132,1,0,9603,0,0,0,,,,,0
+694,1921,4636,4326,,"Accuracy +/- 10 metres.",2818,-68,-66,135,142,1,0,9603,365,194,166,,,,,1
+695,15772,4688,4326,"Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from Fatu Iva 72 to RGPF (1) (tfm code 15760).","Accuracy +/- 2 metres.",3133,-10.55,-10.33,-138.7,-138.55,1,0,9607,347.103,1078.125,2623.922,33.8875,-70.6773,9.3943,186.074,1
+696,4077,4075,4326,"Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84. SREF98 is a regional realisation of ETRS89.","Accuracy +/- 1 metre.",3534,41.82,46.23,18.83,23.05,1,0,9603,0,0,0,,,,,1
+697,1922,4637,4326,,"Accuracy +/- 10 metres.",2818,-68,-66,135,142,1,0,9603,325,154,172,,,,,1
+698,15797,4712,4326,Derived at 2 satellite stations.,For military purposes only. Accuracy 25m in each axis.,3182,-7.99,-7.88,-14.42,-14.29,1,0,9603,-205,107,53,,,,,1
+699,15769,4691,4326,"Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from Moorea 87 to RGPF (1) (tfm code 15757).","Accuracy +/- 1 metre.",3125,-17.61,-17.45,-149.96,-149.69,1,0,9607,215.525,149.593,176.229,3.2624,1.692,1.1571,10.4773,1
+700,15813,4722,4326,Determined from 1 satellite station.,"Military and topographic mapping. Accuracy +/- 25m in each axis.",3187,-55.22,-53.8,-38.46,-34.63,1,0,9603,-794,119,-298,,,,,1
+701,4066,4695,4326,"Parameter values taken from Katanga 1955 to RGRDC 2005 (1) (code 4065) assuming that RGRDC 2005 is equivalent to WGS 84 within the accuracy of the transformation.",Accuracy 1.5m.,3614,-11.9,-10.8,26.66,27.7,1,0,9603,-103.746,-9.614,-255.95,,,,,1
+702,15746,4693,4326,Derived in Tombak district in March 2005. Used for South Pars phase 11 and Pars LNG plants.,Petroleum Exploration and Production.,3141,27.7,27.8,52.1,52.25,1,0,9603,0,-0.15,0.68,,,,,1
+703,1441,4601,4326,,"?",1273,16.99,17.72,-61.89,-61.67,1,0,9603,-255,-15,71,,,,,1
+704,15811,4601,4326,Determined from 1 satellite station.,"Military mapping. Accuracy +/- 25m in each axis.",1273,16.99,17.72,-61.89,-61.67,1,0,9603,-270,13,62,,,,,0
+705,1442,4602,4326,,"?",1082,14.78,17.28,-62.52,-57.64,1,0,9603,725,685,536,,,,,1
+706,1443,4603,4326,,"?",3118,11.95,12.25,-61.8,-61.55,1,0,9603,72,213.7,93,,,,,1
+707,1444,4604,4326,Derived at 1 satellite station.,Accuracy 25m in each axis.,1165,16.09,17.04,-63.16,-61.88,1,0,9603,174,359,365,,,,,1
+708,1445,4605,4326,,"?",1200,16.58,17.75,-63.63,-62.21,1,0,9603,9,183,236,,,,,1
+709,15750,4605,4326,Dereived at 2 stations.,"For military purposes. Accuracy 25m in each of X, Y and Z axes.",1200,16.58,17.75,-63.63,-62.21,1,0,9603,-7,215,225,,,,,0
+710,1446,4606,4326,,"?",1201,13.38,14.37,-62.71,-60.14,1,0,9603,-149,128,296,,,,,1
+711,1959,4607,4326,Derived at 4 points.,1m accuracy.,1202,12.15,13.76,-62.75,-60.39,1,0,9603,195.671,332.517,274.607,,,,,1

Modified: grass/branches/releasebranch_6_4/lib/proj/ellipsoid.csv
===================================================================
--- grass/branches/releasebranch_6_4/lib/proj/ellipsoid.csv	2010-03-01 06:43:36 UTC (rev 41247)
+++ grass/branches/releasebranch_6_4/lib/proj/ellipsoid.csv	2010-03-01 07:57:43 UTC (rev 41248)
@@ -1,53 +1,54 @@
 ellipsoid_code,ellipsoid_name,semi_major_axis,uom_code,inv_flattening,semi_minor_axis,ellipsoid_shape,remarks,information_source,data_source,revision_date,change_id,deprecated
-7001,Airy 1830,6377563.396,9001,299.3249646,,1,"Original definition is a=20923713, b=20853810 feet of 1796. 1/f is given to 7 decimal places. For the 1936 retriangulation OSGB defines the relationship of 10 feet of 1796 to the International metre through ([10^0.48401603]/10) exactly = 0.3048007491...",Ordnance Survey of Great Britain.,OGP,2006-11-27,1998.321 1998.340 2006.932,0
-7002,Airy Modified 1849,6377340.189,9001,299.3249646,,1,OSGB Airy 1830 figure (ellipsoid code 7001) rescaled by 0.999965 to best fit the scale of the 19th century primary triangulation of Ireland.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,2003-06-27,1998.321 2002.622,0
-7003,Australian National Spheroid,6378160,9001,298.25,,1,Based on the GRS 1967 figure but with 1/f taken to 2 decimal places exactly.  The dimensions are also used as the GRS 1967 Modified ellipsoid (see code 7050).,"""Australian Map Grid Technical Manual""; National Mapping Council of Australia Special Publication #7; 1972",OGP,2008-08-11,2002.500 2008.017,0
-7004,Bessel 1841,6377397.155,9001,299.1528128,,1,"Original Bessel definition is a=3272077.14 and b=3261139.33 toise. This used a weighted mean of values from several authors but did not account for differences in the length of the various toise: the ""Bessel toise"" is therefore of uncertain length.",US Army Map Service Technical Manual; 1943.,OGP,1999-04-22,1998.321 1998.340,0
-7005,Bessel Modified,6377492.018,9001,299.1528128,,1,Used in Norway and also in Sweden with a 1mm increase in semi-major axis.,,OGP,1999-04-22,1998.321,0
-7006,Bessel Namibia,6377483.865,9001,299.1528128,,1,a = 6377397.155 German legal metres. This is the same value as the Bessel 1841 figure (code 7004) but in different units.  Used in Namibia.,"Chief Directorate: Surveys and Mapping, Mowbray, South Africa.",OGP,1999-04-22,1997.160,1
-7007,Clarke 1858,20926348,9005,,20855233,1,Clarke's 1858/II solution. Derived parameters: a = 6378293.645m using his 1865 ratio of 0.3047972654 feet per metre; 1/f = 294.26068
  In Australia and Amoco Trinidad 1/f taken to two decimal places (294.26 exactly); elsewhere a and b used to derive 1/f.,"""Ellipsoidisch Parameter der Erdfigur (1800-1950)"" by Georg Strasser.",OGP,2005-08-14,1999.700 2005.370,0
-7008,Clarke 1866,6378206.4,9001,,6356583.8,1,Original definition a=20926062 and b=20855121 (British) feet. Uses Clarke's 1865 inch-metre ratio of 39.370432 to obtain metres. (Metric value then converted to US survey feet for use in the United States using 39.37 exactly giving a=20925832.16 ft US).,US Army Map Service Technical Manual No. 7; 1943.,OGP,1995-06-02,1998.340,0
-7009,Clarke 1866 Michigan,20926631.531,9003,,20855688.674,1,Used for Michigan NAD27 State Plane zones.  Radius = ellipsoid radius + 800 feet; this approximates the average elevation of the state.   Derived parameter: 1/f = 294.97870,USGS Professional Paper #1395.,OGP,1995-06-02,1998.220,0
-7010,Clarke 1880 (Benoit),6378300.789,9001,,6356566.435,1,Adopts Clarke's values for a and b.  Uses Benoit's 1895 ratio of 0.9143992 metres per yard to convert to metres.,,OGP,1995-06-02,,0
-7011,Clarke 1880 (IGN),6378249.2,9001,,6356515,1,Adopts Clarke's values for a and b using his 1865 ratio of 39.370432 inches per metre to convert axes to metres.,,OGP,1998-04-16,1998.120,0
-7012,Clarke 1880 (RGS),6378249.145,9001,293.465,,1,Adopts Clarke's values for a and 1/f.  Adopts his 1865 ratio of 39.370432 inches per metre to convert semi-major axis to metres. Also known as Clarke Modified 1880.,Empire Survey Review #32; 1939.,OGP,1995-06-02,,0
-7013,Clarke 1880 (Arc),6378249.145,9001,293.4663077,,1,Adopts Clarke's value for a with derived 1/f.  Uses his 1865 ratio of 39.370432 inch per metre to convert semi-major axis to metres.,"Chief Directorate: Surveys and Mapping, Mowbray, South Africa.",OGP,2001-06-05,2001.052,0
-7014,Clarke 1880 (SGA 1922),6378249.2,9001,293.46598,,1,Used in Old French Triangulation (ATF).   Uses Clarke's 1865 inch-metre ratio of 39.370432 to convert axes to metres.,,OGP,1995-06-02,,0
-7015,Everest 1830 (1937 Adjustment),6377276.345,9001,300.8017,,1,Used for the 1937 readjustment of Indian triangulation.  Clarke's 1865 Indian-British foot ratio (0.99999566) and Benoit's 1898 British inch-metre ratio (39.370113) rounded as 0.30479841 exactly and applied to Everest's 1830 definition taken as a and 1/f,Survey of India professional paper #28; 1939,OGP,1996-10-18,1996.200,0
-7016,Everest 1830 (1967 Definition),6377298.556,9001,300.8017,,1,Adopted 1967 for use in East Malaysia.  Applies Sears 1922 inch-metre ratio of 39.370147 to Everest 1830 original definition of a and 1/f but with a taken to be in British rather than Indian feet.,,OGP,1995-06-02,,0
-7018,Everest 1830 Modified,6377304.063,9001,300.8017,,1,Adopted 1967 for use in West Malaysia.  Applies Benoit 1898 inch-metre ratio of 39.370113 to Everest 1830 original definition of a and 1/f but with a taken to be in British rather than Indian feet.,,OGP,1995-06-02,,0
-7019,GRS 1980,6378137,9001,298.257222101,,1,Adopted by IUGG 1979 Canberra.  Inverse flattening is derived from geocentric gravitational constant GM = 3986005e8 m*m*m/s/s; dynamic form factor J2 = 108263e8 and Earth's angular velocity = 7292115e-11 rad/s.,"""Geodetic Reference System 1980"" by H. Moritz; Bulletin Geodesique",OGP,1998-11-11,1998.110 1998.320,0
-7020,Helmert 1906,6378200,9001,298.3,,1,Helmert 1906/III solution.,"""Ellipsoidisch Parameter der Erdfigur (1800-1950)"" by Georg Strasser",OGP,1995-06-02,,0
-7021,Indonesian National Spheroid,6378160,9001,298.247,,1,Based on the GRS 1967 figure but with 1/f taken to 3 decimal places exactly.,Rais paper.,OGP,1995-06-02,,0
-7022,International 1924,6378388,9001,297,,1,Adopted by IUGG 1924 in Madrid. Based on Hayford 1909/1910 figures. ,,OGP,1995-06-02,,0
-7024,Krassowsky 1940,6378245,9001,298.3,,1,,,OGP,1995-06-02,,0
-7025,NWL 9D,6378145,9001,298.25,,1,Used by Transit Precise Ephemeris between October 1971 and January 1987.,,OGP,1995-06-02,,0
-7027,Plessis 1817,6376523,9001,308.64,,1,Rescaling of Delambre 1810 figure (a=6376985 m) to make meridional arc from equator to pole equal to 10000000 metres exactly. (Ref: Strasser).,"IGN Paris ""Constants d'Ellipsoides"" February 1972.",OGP,1995-06-02,,0
-7028,Struve 1860,6378298.3,9001,294.73,,1,"Original definition of semi-major axis given as 3272539 toise.  In ""Ellipsoidisch Parameter der Erdfigur (1800-1950)"" , Strasser suggests a conversion factor of 1.94903631 which gives a=6378297.337 metres.","""Geodesia y Cartografia Matematica"" by Fernando Martin Asin; ISBN 84-398-0248-X.",OGP,1998-11-11,1998.070 1998.340,0
-7029,War Office,6378300,9001,296,,1,"In non-metric form, a=20926201 Gold Coast feet.","Tables for the use of the Gold Coast Survey Department, 1935.",OGP,2000-10-12,,0
-7030,WGS 84,6378137,9001,298.257223563,,1,Inverse flattening derived from four defining parameters (semi-major axis; C20 = -484.16685*10e-6; earth's angular velocity w = 7292115e11 rad/sec; gravitational constant GM = 3986005e8 m*m*m/s/s).,DMA Technical Manual 8350.2-B ,OGP,1998-11-11,1998.320,0
-7031,GEM 10C,6378137,9001,298.257223563,,1,Used for  GEM 10C Gravity Potential Model.,,OGP,1995-06-02,1998.320,0
-7032,OSU86F,6378136.2,9001,298.257223563,,1,Used for OSU86 gravity potential (geoidal) model.,,OGP,1995-06-02,1998.320,0
-7033,OSU91A,6378136.3,9001,298.257223563,,1,Used for OSU91 gravity potential (geoidal) model.,,OGP,1995-06-02,1998.320,0
-7034,Clarke 1880,20926202,9005,,20854895,1,Clarke gave a and b and also 1/f=293.465 (to 3 decimal places exactly). In the 19th century b was normally given as the second defining parameter.,"""Ellipsoidisch Parameter der Erdfigur (1800-1950)"" by Georg Strasser.",OGP,2008-06-26,2008.057,0
-7035,Sphere,6371000,9001,,6371000,0,Authalic sphere.  1/f is infinite. Superseded by GRS 1980 authalic sphere (code 7047).,,OGP,1995-06-02,,1
-7036,GRS 1967,6378160,9001,298.247167427,,1,Adopted by IUGG 1967 Lucerne.  Inverse flattening given is derived from geocentric gravitational constant (GM)= 398603e9 m*m*m/s/s; dynamic form factor (J2) = 0.0010827 and Earth's angular velocity w = 7.2921151467e-5 rad/s. See also GRS 1967 (SAD69).,"""Geodetic Reference System 1967""; International Association of Geodesy special publication number 3; August 1971.",OGP,2002-09-19,1996.090 1997.252 1998.320 2002.500,0
-7041,Average Terrestrial System 1977,6378135,9001,298.257,,1,,New Brunswick Geographic Information Corporation land and water information standards manual,OGP,1997-07-22,1998.321,0
-7042,Everest (1830 Definition),20922931.8,9080,,20853374.58,1,Everest gave a and b to 2 decimal places and also 1/f=300.8017 (to 4 decimal places exactly). In the 19th century b was normally given as the second defining parameter.,"""Ellipsoidisch Parameter der Erdfigur (1800-1950)"" by Georg Strasser",OGP,2008-06-26,1997.231 2008.057,0
-7043,WGS 72,6378135,9001,298.26,,1,,,OGP,1999-04-22,1999.030,0
-7044,Everest 1830 (1962 Definition),6377301.243,9001,300.8017255,,1,Used by Pakistan since metrication.  Clarke's 1865 Indian foot-British foot ratio (0.99999566) and his 1865 British inch-metre ratio (39.369971) rounded with slight error as 1 Ind ft = 0.3047995m exactly and applied to Everest's 1830 definition of a & b.,,OGP,1999-10-20,,0
-7045,Everest 1830 (1975 Definition),6377299.151,9001,300.8017255,,1,Used by India since metrication.  Clarke's 1865 Indian foot-British foot ratio (0.99999566) and his 1865 British inch-metre ratio (39.369971) rounded as 1 Ind ft = 0.3047995m exactly applied to Everest's 1830 original definition taken as a and b.,,OGP,1999-10-20,,0
-7046,Bessel Namibia (GLM),6377397.155,9031,299.1528128,,1,The semi-major axis has the same value as the Bessel 1841 ellipsoid (code 7004) but is in different units - German Legal Metres rather than International metres - hence a different size.  a = 6377483.865 International metres. Used in Namibia.,"Chief Directorate: Surveys and Mapping, Mowbray, South Africa.",OGP,2007-09-21,2007.091,0
-7047,GRS 1980 Authalic Sphere,6370997,9001,,6370997,0,Authalic sphere derived from Clarke 1866 ellipsoid (code 7008).  Deprecated as name and parameter values do not match; replaced by 7048.,OGP,OGP,2001-06-05,,1
-7048,GRS 1980 Authalic Sphere,6371007,9001,,6371007,0,Authalic sphere derived from GRS 1980 ellipsoid (code 7019).  (An authalic sphere is one with a surface area equal to the surface area of the ellipsoid). 1/f is infinite.,OGP,OGP,2001-06-25,,0
-7049,Xian 1980,6378140,9001,298.257,,1,,BP,OGP,2002-02-12,,0
-7050,GRS 1967 Modified,6378160,9001,298.25,,1,Based on the GRS 1967 figure (code 7036) but with 1/f taken to 2 decimal places exactly. Used with SAD69 and TWD67 datums. The dimensions are also used as the Australian National Spheroid (code 7003).,"""Geodetic Reference System 1967""; International Association of Geodesy special publication number 3; August 1971.",OGP,2008-08-11,2008.017,0
-7051,Danish 1876,6377019.27,9001,300,,1,Semi-major axis originally given as 3271883.25 toise. Uses toise to French metre ratio of 1.94903631 to two decimal place precision. An alternative ratio with the German legal metre of 1.9490622 giving 6377104m has not been used in Danish work.,"Kort og Matrikelstyrelsen (KMS), Copenhagen.",OGP,2003-06-27,,0
-7052,Clarke 1866 Authalic Sphere,6370997,9001,,6370997,0,Authalic sphere derived from Clarke 1866 ellipsoid (code 7008).,OGP,OGP,2004-04-27,,0
-7053,Hough 1960,6378270,9001,297,,1,,DMA / NIMA / NGA TR8350.2,OGP,2006-01-26,,0
-7054,PZ-90,6378136,9001,298.257839303,,1,,"Geodeziya i Katografiya, 1993.",OGP,2006-02-03,,0
-7055,Clarke 1880 (international foot),20926202,9002,,20854895,1,Clark'es 1880 definition in feet assumed for the purposes of metric conversion to be international foot. a = 6378306.370
metres. 1/f derived from a and b = 293.4663077
 Used in Fiji.,"Department of Lands and Survey, Fiji.",OGP,2006-07-14,,0
-7056,Everest 1830 (RSO 1969),6377295.664,9001,300.8017,,1,Adopted for 1969 metrication of peninsula Malaysia RSO grid.  Uses Sears 1922 yard-metre ratio truncated to 6 significant figures applied to Everest 1830 original definition of a and 1/f but with a taken to be in British rather than Indian feet.,Defence Geographic Centre,OGP,2006-07-24,,0
-7057,International 1924 Authalic Sphere,6371228,9001,,6371228,0,Authalic sphere derived from International 1924 ellipsoid (code 7022).,OGP,OGP,2006-09-22,,0
-7058,Hughes 1980,6378273,9001,,6356889.449,1,Used in US DMSP SSM/I microwave sensor processing software. Semi-minor axis derived from eccentricity=0.081816153. Semi-major axis (a) sometimes given as 3443.992nm which OGP suspects is a derived approximation. OGP conversion assumes 1nm=1852m exactly.,US National Snow and Ice Data Center,OGP,2006-09-22,,0
-7059,Popular Visualisation Sphere,6378137,9001,,6378137,0,Sphere with radius equal to the semi-major axis of the GRS80 and WGS 84 ellipsoids. Used only for Web approximate mapping and visualisation. Not recognised by geodetic authorities.,Microsoft.,OGP,2008-03-14,2008.114,1
+1024,CGCS2000,6378137,9001,298.257222101,,1,"Defining parameters semi-major axis, flattening and angular velocity are same as for GRS 1980 (ellipsoid code 7019); GM = 3986004.4e8 m*m*m/s/s (from NASA 1986 Lageos determination).",Chinese Academy of Surveying and Mapping.,OGP,2009/11/12,2009.084,0
+7001,Airy 1830,6377563.396,9001,299.3249646,,1,"Original definition is a=20923713, b=20853810 feet of 1796. 1/f is given to 7 decimal places. For the 1936 retriangulation OSGB defines the relationship of 10 feet of 1796 to the International metre through ([10^0.48401603]/10) exactly = 0.3048007491...",Ordnance Survey of Great Britain.,OGP,2006/11/27,1998.321 1998.340 2006.932,0
+7002,Airy Modified 1849,6377340.189,9001,299.3249646,,1,OSGB Airy 1830 figure (ellipsoid code 7001) rescaled by 0.999965 to best fit the scale of the 19th century primary triangulation of Ireland.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,2003/06/27,1998.321 2002.622,0
+7003,Australian National Spheroid,6378160,9001,298.25,,1,Based on the GRS 1967 figure but with 1/f taken to 2 decimal places exactly.  The dimensions are also used as the GRS 1967 Modified ellipsoid (see code 7050).,"""Australian Map Grid Technical Manual""; National Mapping Council of Australia Special Publication #7; 1972",OGP,2008/08/11,2002.500 2008.017,0
+7004,Bessel 1841,6377397.155,9001,299.1528128,,1,"Original Bessel definition is a=3272077.14 and b=3261139.33 toise. This used a weighted mean of values from several authors but did not account for differences in the length of the various toise: the ""Bessel toise"" is therefore of uncertain length.","US Army Map Service Technical Manual; 1943.",OGP,1999/04/22,1998.321 1998.340,0
+7005,Bessel Modified,6377492.018,9001,299.1528128,,1,Used in Norway and also in Sweden with a 1mm increase in semi-major axis.,,OGP,1999/04/22,1998.321,0
+7006,Bessel Namibia,6377483.865,9001,299.1528128,,1,a = 6377397.155 German legal metres. This is the same value as the Bessel 1841 figure (code 7004) but in different units.  Used in Namibia.,"Chief Directorate: Surveys and Mapping, Mowbray, South Africa.",OGP,1999/04/22,1997.160,1
+7007,Clarke 1858,20926348,9005,,20855233,1,"Clarke's 1858/II solution. Derived parameters: a = 6378293.645m using his 1865 ratio of 0.3047972654 feet per metre; 1/f = 294.26068Â
  In Australia and Amoco Trinidad 1/f taken to two decimal places (294.26 exactly); elsewhere a and b used to derive","""Ellipsoidisch Parameter der Erdfigur (1800-1950)"" by Georg Strasser.",OGP,2005/08/14,1999.700 2005.370,0
+7008,Clarke 1866,6378206.4,9001,,6356583.8,1,Original definition a=20926062 and b=20855121 (British) feet. Uses Clarke's 1865 inch-metre ratio of 39.370432 to obtain metres. (Metric value then converted to US survey feet for use in the United States using 39.37 exactly giving a=20925832.16 ft US).,"US Army Map Service Technical Manual No. 7; 1943.",OGP,1995/06/02,1998.340,0
+7009,Clarke 1866 Michigan,20926631.531,9003,,20855688.674,1,"Used for Michigan NAD27 State Plane zones.  Radius = ellipsoid radius + 800 feet; this approximates the average elevation of the state.   Derived parameter: 1/f = 294.97870",USGS Professional Paper #1395.,OGP,1995/06/02,1998.220,0
+7010,Clarke 1880 (Benoit),6378300.789,9001,,6356566.435,1,Adopts Clarke's values for a and b.  Uses Benoit's 1895 ratio of 0.9143992 metres per yard to convert to metres.,,OGP,1995/06/02,,0
+7011,Clarke 1880 (IGN),6378249.2,9001,,6356515,1,Adopts Clarke's values for a and b using his 1865 ratio of 39.370432 inches per metre to convert axes to metres.,,OGP,1998/04/16,1998.120,0
+7012,Clarke 1880 (RGS),6378249.145,9001,293.465,,1,Adopts Clarke's values for a and 1/f.  Adopts his 1865 ratio of 39.370432 inches per metre to convert semi-major axis to metres. Also known as Clarke Modified 1880.,"Empire Survey Review #32; 1939.",OGP,1995/06/02,,0
+7013,Clarke 1880 (Arc),6378249.145,9001,293.4663077,,1,Adopts Clarke's value for a with derived 1/f.  Uses his 1865 ratio of 39.370432 inch per metre to convert semi-major axis to metres.,"Chief Directorate: Surveys and Mapping, Mowbray, South Africa.",OGP,2001/06/05,2001.052,0
+7014,Clarke 1880 (SGA 1922),6378249.2,9001,293.46598,,1,Used in Old French Triangulation (ATF).   Uses Clarke's 1865 inch-metre ratio of 39.370432 to convert axes to metres.,,OGP,1995/06/02,,0
+7015,Everest 1830 (1937 Adjustment),6377276.345,9001,300.8017,,1,Used for the 1937 readjustment of Indian triangulation.  Clarke's 1865 Indian-British foot ratio (0.99999566) and Benoit's 1898 British inch-metre ratio (39.370113) rounded as 0.30479841 exactly and applied to Everest's 1830 definition taken as a and 1/f,"Survey of India professional paper #28; 1939",OGP,1996/10/18,1996.200,0
+7016,Everest 1830 (1967 Definition),6377298.556,9001,300.8017,,1,Adopted 1967 for use in East Malaysia.  Applies Sears 1922 inch-metre ratio of 39.370147 to Everest 1830 original definition of a and 1/f but with a taken to be in British rather than Indian feet.,,OGP,1995/06/02,,0
+7018,Everest 1830 Modified,6377304.063,9001,300.8017,,1,Adopted 1967 for use in West Malaysia.  Applies Benoit 1898 inch-metre ratio of 39.370113 to Everest 1830 original definition of a and 1/f but with a taken to be in British rather than Indian feet.,,OGP,1995/06/02,,0
+7019,GRS 1980,6378137,9001,298.257222101,,1,"Adopted by IUGG 1979 Canberra.  Inverse flattening is derived from geocentric gravitational constant GM = 3986005e8 m*m*m/s/s; dynamic form factor J2 = 108263e8 and Earth's angular velocity = 7292115e-11 rad/s.","""Geodetic Reference System 1980"" by H. Moritz; Bulletin Geodesique",OGP,1998/11/11,1998.110 1998.320,0
+7020,Helmert 1906,6378200,9001,298.3,,1,Helmert 1906/III solution.,"""Ellipsoidisch Parameter der Erdfigur (1800-1950)"" by Georg Strasser",OGP,1995/06/02,,0
+7021,Indonesian National Spheroid,6378160,9001,298.247,,1,Based on the GRS 1967 figure but with 1/f taken to 3 decimal places exactly.,Rais paper.,OGP,1995/06/02,,0
+7022,International 1924,6378388,9001,297,,1,Adopted by IUGG 1924 in Madrid. Based on Hayford 1909/1910 figures. ,,OGP,1995/06/02,,0
+7024,Krassowsky 1940,6378245,9001,298.3,,1,,,OGP,1995/06/02,,0
+7025,NWL 9D,6378145,9001,298.25,,1,Used by Transit Precise Ephemeris between October 1971 and January 1987.,,OGP,1995/06/02,,0
+7027,Plessis 1817,6376523,9001,308.64,,1,Rescaling of Delambre 1810 figure (a=6376985 m) to make meridional arc from equator to pole equal to 10000000 metres exactly. (Ref: Strasser).,"IGN Paris ""Constants d'Ellipsoides"" February 1972.",OGP,1995/06/02,,0
+7028,Struve 1860,6378298.3,9001,294.73,,1,"Original definition of semi-major axis given as 3272539 toise.  In ""Ellipsoidisch Parameter der Erdfigur (1800-1950)"" , Strasser suggests a conversion factor of 1.94903631 which gives a=6378297.337 metres.","""Geodesia y Cartografia Matematica"" by Fernando Martin Asin; ISBN 84-398-0248-X.",OGP,1998/11/11,1998.070 1998.340,0
+7029,War Office,6378300,9001,296,,1,"In non-metric form, a=20926201 Gold Coast feet. DMA Technical Manual 8358.1 and data derived from this quotes value for semi-major axis as 6378300.58m: OGP recommends use of defined value 6378300m exactly.","Tables for the use of the Gold Coast Survey Department, 1935.",OGP,2009/10/29,2009.075,0
+7030,WGS 84,6378137,9001,298.257223563,,1,"Inverse flattening derived from four defining parameters (semi-major axis; C20 = -484.16685*10e-6; earth's angular velocity w = 7292115e11 rad/sec; gravitational constant GM = 3986005e8 m*m*m/s/s).",DMA Technical Manual 8350.2-B ,OGP,1998/11/11,1998.320,0
+7031,GEM 10C,6378137,9001,298.257223563,,1,Used for  GEM 10C Gravity Potential Model.,,OGP,1995/06/02,1998.320,0
+7032,OSU86F,6378136.2,9001,298.257223563,,1,Used for OSU86 gravity potential (geoidal) model.,,OGP,1995/06/02,1998.320,0
+7033,OSU91A,6378136.3,9001,298.257223563,,1,Used for OSU91 gravity potential (geoidal) model.,,OGP,1995/06/02,1998.320,0
+7034,Clarke 1880,20926202,9005,,20854895,1,Clarke gave a and b and also 1/f=293.465 (to 3 decimal places exactly). In the 19th century b was normally given as the second defining parameter.,"""Ellipsoidisch Parameter der Erdfigur (1800-1950)"" by Georg Strasser.",OGP,2008/06/26,2008.057,0
+7035,Sphere,6371000,9001,,6371000,0,Authalic sphere.  1/f is infinite. Superseded by GRS 1980 authalic sphere (code 7047).,,OGP,1995/06/02,,1
+7036,GRS 1967,6378160,9001,298.247167427,,1,"Adopted by IUGG 1967 Lucerne.  Inverse flattening given is derived from geocentric gravitational constant (GM)= 398603e9 m*m*m/s/s; dynamic form factor (J2) = 0.0010827 and Earth's angular velocity w = 7.2921151467e-5 rad/s. See also GRS 1967 (SAD69).","""Geodetic Reference System 1967""; International Association of Geodesy special publication number 3; August 1971.",OGP,2002/09/19,1996.090 1997.252 1998.320 2002.500,0
+7041,Average Terrestrial System 1977,6378135,9001,298.257,,1,,New Brunswick Geographic Information Corporation land and water information standards manual,OGP,1997/07/22,1998.321,0
+7042,Everest (1830 Definition),20922931.8,9080,,20853374.58,1,Everest gave a and b to 2 decimal places and also 1/f=300.8017 (to 4 decimal places exactly). In the 19th century b was normally given as the second defining parameter.,"""Ellipsoidisch Parameter der Erdfigur (1800-1950)"" by Georg Strasser",OGP,2008/06/26,1997.231 2008.057,0
+7043,WGS 72,6378135,9001,298.26,,1,,,OGP,1999/04/22,1999.030,0
+7044,Everest 1830 (1962 Definition),6377301.243,9001,300.8017255,,1,Used by Pakistan since metrication.  Clarke's 1865 Indian foot-British foot ratio (0.99999566) and his 1865 British inch-metre ratio (39.369971) rounded with slight error as 1 Ind ft = 0.3047995m exactly and applied to Everest's 1830 definition of a & b.,,OGP,1999/10/20,,0
+7045,Everest 1830 (1975 Definition),6377299.151,9001,300.8017255,,1,Used by India since metrication.  Clarke's 1865 Indian foot-British foot ratio (0.99999566) and his 1865 British inch-metre ratio (39.369971) rounded as 1 Ind ft = 0.3047995m exactly applied to Everest's 1830 original definition taken as a and b.,,OGP,1999/10/20,,0
+7046,Bessel Namibia (GLM),6377397.155,9031,299.1528128,,1,The semi-major axis has the same value as the Bessel 1841 ellipsoid (code 7004) but is in different units - German Legal Metres rather than International metres - hence a different size.  a = 6377483.865 International metres. Used in Namibia.,"Chief Directorate: Surveys and Mapping, Mowbray, South Africa.",OGP,2007/09/21,2007.091,0
+7047,GRS 1980 Authalic Sphere,6370997,9001,,6370997,0,"Authalic sphere derived from Clarke 1866 ellipsoid (code 7008).  Deprecated as name and parameter values do not match; replaced by 7048.",OGP,OGP,2001/06/05,,1
+7048,GRS 1980 Authalic Sphere,6371007,9001,,6371007,0,Authalic sphere derived from GRS 1980 ellipsoid (code 7019).  (An authalic sphere is one with a surface area equal to the surface area of the ellipsoid). 1/f is infinite.,OGP,OGP,2001/06/25,,0
+7049,IAG 1975,6378140,9001,298.257,,1,,"Chinese Sceience Bulletin, 2009, 54:2714-2721.",OGP,2009/11/24,2009.084,0
+7050,GRS 1967 Modified,6378160,9001,298.25,,1,Based on the GRS 1967 figure (code 7036) but with 1/f taken to 2 decimal places exactly. Used with SAD69 and TWD67 datums. The dimensions are also used as the Australian National Spheroid (code 7003).,"""Geodetic Reference System 1967""; International Association of Geodesy special publication number 3; August 1971.",OGP,2008/08/11,2008.017,0
+7051,Danish 1876,6377019.27,9001,300,,1,Semi-major axis originally given as 3271883.25 toise. Uses toise to French metre ratio of 1.94903631 to two decimal place precision. An alternative ratio with the German legal metre of 1.9490622 giving 6377104m has not been used in Danish work.,"Kort og Matrikelstyrelsen (KMS), Copenhagen.",OGP,2003/06/27,,0
+7052,Clarke 1866 Authalic Sphere,6370997,9001,,6370997,0,Authalic sphere derived from Clarke 1866 ellipsoid (code 7008).,OGP,OGP,2004/04/27,,0
+7053,Hough 1960,6378270,9001,297,,1,,DMA / NIMA / NGA TR8350.2,OGP,2006/01/26,,0
+7054,PZ-90,6378136,9001,298.257839303,,1,,"Geodeziya i Katografiya, 1993.",OGP,2006/02/03,,0
+7055,Clarke 1880 (international foot),20926202,9002,,20854895,1,Clark'es 1880 definition in feet assumed for the purposes of metric conversion to be international foot. a = 6378306.370Â
metres. 1/f derived from a and b = 293.4663077Â
 Used in Fiji.,"Department of Lands and Survey, Fiji.",OGP,2006/07/14,,0
+7056,Everest 1830 (RSO 1969),6377295.664,9001,300.8017,,1,Adopted for 1969 metrication of peninsula Malaysia RSO grid.  Uses Sears 1922 yard-metre ratio truncated to 6 significant figures applied to Everest 1830 original definition of a and 1/f but with a taken to be in British rather than Indian feet.,Defence Geographic Centre,OGP,2006/07/24,,0
+7057,International 1924 Authalic Sphere,6371228,9001,,6371228,0,Authalic sphere derived from International 1924 ellipsoid (code 7022).,OGP,OGP,2006/09/22,,0
+7058,Hughes 1980,6378273,9001,,6356889.449,1,Used in US DMSP SSM/I microwave sensor processing software. Semi-minor axis derived from eccentricity=0.081816153. Semi-major axis (a) sometimes given as 3443.992nm which OGP suspects is a derived approximation. OGP conversion assumes 1nm=1852m exactly.,US National Snow and Ice Data Center,OGP,2006/09/22,,0
+7059,Popular Visualisation Sphere,6378137,9001,,6378137,0,Sphere with radius equal to the semi-major axis of the GRS80 and WGS 84 ellipsoids. Used only for Web approximate mapping and visualisation. Not recognised by geodetic authorities.,Microsoft.,OGP,2008/03/14,2008.114,1

Modified: grass/branches/releasebranch_6_4/lib/proj/gcs.csv
===================================================================
--- grass/branches/releasebranch_6_4/lib/proj/gcs.csv	2010-03-01 06:43:36 UTC (rev 41247)
+++ grass/branches/releasebranch_6_4/lib/proj/gcs.csv	2010-03-01 07:57:43 UTC (rev 41248)
@@ -1,430 +1,439 @@
-"COORD_REF_SYS_CODE","COORD_REF_SYS_NAME","DATUM_CODE","DATUM_NAME","GREENWICH_DATUM","UOM_CODE","ELLIPSOID_CODE","PRIME_MERIDIAN_CODE","SHOW_CRS","DEPRECATED","COORD_SYS_CODE","COORD_OP_METHOD_CODE","DX","DY","DZ","RX","RY","RZ","DS"
-3819,HD1909,1024,Hungarian Datum 1909,1024,9122,7004,8901,1,0,6422,9607,595.48,121.69,515.35,-4.115,2.9383,-0.853,-3.408
-3821,TWD67,1025,Taiwan Datum 1967,1025,9122,7050,8901,1,0,6422,,,,,,,,
-3824,TWD97,1026,Taiwan Datum 1997,1026,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-3889,IGRS,1029,Iraqi Geospatial Reference System,1029,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-3906,MGI 1901,1031,MGI 1901,1031,9122,7004,8901,1,0,6422,,,,,,,,
-4001,Unknown datum based upon the Airy 1830 ellipsoid,6001,"Not specified (based on Airy 1830 ellipsoid)",6001,9122,7001,8901,0,0,6422,,,,,,,,
-4002,Unknown datum based upon the Airy Modified 1849 ellipsoid,6002,"Not specified (based on Airy Modified 1849 ellipsoid)",6002,9122,7002,8901,0,0,6422,,,,,,,,
-4003,Unknown datum based upon the Australian National Spheroid,6003,"Not specified (based on Australian National Spheroid)",6003,9122,7003,8901,0,0,6422,,,,,,,,
-4004,Unknown datum based upon the Bessel 1841 ellipsoid,6004,"Not specified (based on Bessel 1841 ellipsoid)",6004,9122,7004,8901,0,0,6422,,,,,,,,
-4005,Unknown datum based upon the Bessel Modified ellipsoid,6005,"Not specified (based on Bessel Modified ellipsoid)",6005,9122,7005,8901,0,0,6422,,,,,,,,
-4006,Unknown datum based upon the Bessel Namibia ellipsoid,6006,"Not specified (based on Bessel Namibia ellipsoid)",6006,9122,7046,8901,0,0,6422,,,,,,,,
-4007,Unknown datum based upon the Clarke 1858 ellipsoid,6007,"Not specified (based on Clarke 1858 ellipsoid)",6007,9122,7007,8901,0,0,6422,,,,,,,,
-4008,Unknown datum based upon the Clarke 1866 ellipsoid,6008,"Not specified (based on Clarke 1866 ellipsoid)",6008,9122,7008,8901,0,0,6422,,,,,,,,
-4009,Unknown datum based upon the Clarke 1866 Michigan ellipsoid,6009,"Not specified (based on Clarke 1866 Michigan ellipsoid)",6009,9122,7009,8901,0,0,6422,,,,,,,,
-4010,"Unknown datum based upon the Clarke 1880 (Benoit) ellipsoid",6010,"Not specified (based on Clarke 1880 (Benoit) ellipsoid)",6010,9122,7010,8901,0,0,6422,,,,,,,,
-4011,"Unknown datum based upon the Clarke 1880 (IGN) ellipsoid",6011,"Not specified (based on Clarke 1880 (IGN) ellipsoid)",6011,9122,7011,8901,0,0,6422,,,,,,,,
-4012,"Unknown datum based upon the Clarke 1880 (RGS) ellipsoid",6012,"Not specified (based on Clarke 1880 (RGS) ellipsoid)",6012,9122,7012,8901,0,0,6422,,,,,,,,
-4013,"Unknown datum based upon the Clarke 1880 (Arc) ellipsoid",6013,"Not specified (based on Clarke 1880 (Arc) ellipsoid)",6013,9122,7013,8901,0,0,6422,,,,,,,,
-4014,"Unknown datum based upon the Clarke 1880 (SGA 1922) ellipsoid",6014,"Not specified (based on Clarke 1880 (SGA 1922) ellipsoid)",6014,9122,7014,8901,0,0,6422,,,,,,,,
-4015,"Unknown datum based upon the Everest 1830 (1937 Adjustment) ellipsoid",6015,"Not specified (based on Everest 1830 (1937 Adjustment) ellipsoid)",6015,9122,7015,8901,0,0,6422,,,,,,,,
-4016,"Unknown datum based upon the Everest 1830 (1967 Definition) ellipsoid",6016,"Not specified (based on Everest 1830 (1967 Definition) ellipsoid)",6016,9122,7016,8901,0,0,6422,,,,,,,,
-4018,Unknown datum based upon the Everest 1830 Modified ellipsoid,6018,"Not specified (based on Everest 1830 Modified ellipsoid)",6018,9122,7018,8901,0,0,6422,,,,,,,,
-4019,Unknown datum based upon the GRS 1980 ellipsoid,6019,"Not specified (based on GRS 1980 ellipsoid)",6019,9122,7019,8901,0,0,6422,,,,,,,,
-4020,Unknown datum based upon the Helmert 1906 ellipsoid,6020,"Not specified (based on Helmert 1906 ellipsoid)",6020,9122,7020,8901,0,0,6422,,,,,,,,
-4021,Unknown datum based upon the Indonesian National Spheroid,6021,"Not specified (based on Indonesian National Spheroid)",6021,9122,7021,8901,0,0,6422,,,,,,,,
-4022,Unknown datum based upon the International 1924 ellipsoid,6022,"Not specified (based on International 1924 ellipsoid)",6022,9122,7022,8901,0,0,6422,,,,,,,,
-4023,MOLDREF99,1032,MOLDREF99,1032,9122,7019,8901,1,0,6422,,,,,,,,
-4024,Unknown datum based upon the Krassowsky 1940 ellipsoid,6024,"Not specified (based on Krassowsky 1940 ellipsoid)",6024,9122,7024,8901,0,0,6422,,,,,,,,
-4025,Unknown datum based upon the NWL 9D ellipsoid,6025,"Not specified (based on NWL 9D ellipsoid)",6025,9122,7025,8901,0,0,6422,,,,,,,,
-4027,Unknown datum based upon the Plessis 1817 ellipsoid,6027,"Not specified (based on Plessis 1817 ellipsoid)",6027,9122,7027,8901,0,0,6422,,,,,,,,
-4028,Unknown datum based upon the Struve 1860 ellipsoid,6028,"Not specified (based on Struve 1860 ellipsoid)",6028,9122,7028,8901,0,0,6422,,,,,,,,
-4029,Unknown datum based upon the War Office ellipsoid,6029,"Not specified (based on War Office ellipsoid)",6029,9122,7029,8901,0,0,6422,,,,,,,,
-4030,Unknown datum based upon the WGS 84 ellipsoid,6030,"Not specified (based on WGS 84 ellipsoid)",6030,9122,7030,8901,0,0,6422,,,,,,,,
-4031,Unknown datum based upon the GEM 10C ellipsoid,6031,"Not specified (based on GEM 10C ellipsoid)",6031,9122,7031,8901,0,0,6422,,,,,,,,
-4032,Unknown datum based upon the OSU86F ellipsoid,6032,"Not specified (based on OSU86F ellipsoid)",6032,9122,7032,8901,0,0,6422,,,,,,,,
-4033,Unknown datum based upon the OSU91A ellipsoid,6033,"Not specified (based on OSU91A ellipsoid)",6033,9122,7033,8901,0,0,6422,,,,,,,,
-4034,Unknown datum based upon the Clarke 1880 ellipsoid,6034,"Not specified (based on Clarke 1880 ellipsoid)",6034,9122,7034,8901,0,0,6422,,,,,,,,
-4035,Unknown datum based upon the Authalic Sphere,6035,"Not specified (based on Authalic Sphere)",6035,9108,7035,8901,0,1,6402,,,,,,,,
-4036,Unknown datum based upon the GRS 1967 ellipsoid,6036,"Not specified (based on GRS 1967 ellipsoid)",6036,9122,7036,8901,0,0,6422,,,,,,,,
-4041,Unknown datum based upon the Average Terrestrial System 1977 ellipsoid,6041,"Not specified (based on Average Terrestrial System 1977 ellipsoid)",6041,9122,7041,8901,0,0,6422,,,,,,,,
-4042,"Unknown datum based upon the Everest (1830 Definition) ellipsoid",6042,"Not specified (based on Everest (1830 Definition) ellipsoid)",6042,9122,7042,8901,0,0,6422,,,,,,,,
-4043,Unknown datum based upon the WGS 72 ellipsoid,6043,"Not specified (based on WGS 72 ellipsoid)",6043,9122,7043,8901,0,0,6422,,,,,,,,
-4044,"Unknown datum based upon the Everest 1830 (1962 Definition) ellipsoid",6044,"Not specified (based on Everest 1830 (1962 Definition) ellipsoid)",6044,9122,7044,8901,0,0,6422,,,,,,,,
-4045,"Unknown datum based upon the Everest 1830 (1975 Definition) ellipsoid",6045,"Not specified (based on Everest 1830 (1975 Definition) ellipsoid)",6045,9122,7045,8901,0,0,6422,,,,,,,,
-4046,RGRDC 2005,1033,Reseau Geodesique de la RDC 2005,1033,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4047,Unspecified datum based upon the GRS 1980 Authalic Sphere,6047,"Not specified (based on GRS 1980 Authalic Sphere)",6047,9122,7048,8901,0,0,6422,,,,,,,,
-4052,Unspecified datum based upon the Clarke 1866 Authalic Sphere,6052,"Not specified (based on Clarke 1866 Authalic Sphere)",6052,9122,7052,8901,0,0,6422,,,,,,,,
-4053,Unspecified datum based upon the International 1924 Authalic Sphere,6053,"Not specified (based on International 1924 Authalic Sphere)",6053,9122,7057,8901,0,0,6422,,,,,,,,
-4054,Unspecified datum based upon the Hughes 1980 ellipsoid,6054,"Not specified (based on Hughes 1980 ellipsoid)",6054,9122,7058,8901,0,0,6422,,,,,,,,
-4055,Popular Visualisation CRS,6055,Popular Visualisation Datum,6055,9122,7059,8901,1,1,6422,9603,0,0,0,,,,
-4075,SREF98,1034,Serbian Reference Network 1998,1034,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4081,REGCAN95,1035,Red Geodesica de Canarias 1995,1035,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4120,Greek,6120,Greek,6120,9122,7004,8901,1,0,6422,,,,,,,,
-4121,GGRS87,6121,Greek Geodetic Reference System 1987,6121,9122,7019,8901,1,0,6422,9603,-199.87,74.79,246.62,,,,
-4122,ATS77,6122,Average Terrestrial System 1977,6122,9122,7041,8901,1,0,6422,,,,,,,,
-4123,KKJ,6123,"Kartastokoordinaattijarjestelma (1966)",6123,9122,7022,8901,1,0,6422,,,,,,,,
-4124,RT90,6124,Rikets koordinatsystem 1990,6124,9122,7004,8901,1,0,6422,,,,,,,,
-4125,Samboja,6125,Samboja,6125,9108,7004,8901,1,1,6402,9603,-404.78,685.68,45.47,,,,
-4126,"LKS94 (ETRS89)",6126,"Lithuania 1994 (ETRS89)",6126,9108,7019,8901,1,1,6402,,,,,,,,
-4127,Tete,6127,Tete,6127,9122,7008,8901,1,0,6422,,,,,,,,
-4128,Madzansua,6128,Madzansua,6128,9122,7008,8901,1,0,6422,,,,,,,,
-4129,Observatario,6129,Observatario,6129,9122,7008,8901,1,0,6422,,,,,,,,
-4130,Moznet,6130,"Moznet (ITRF94)",6130,9122,7030,8901,1,0,6422,9607,0,0,0,0,0,0,0
-4131,Indian 1960,6131,Indian 1960,6131,9122,7015,8901,1,0,6422,,,,,,,,
-4132,FD58,6132,Final Datum 1958,6132,9122,7012,8901,1,0,6422,,,,,,,,
-4133,EST92,6133,Estonia 1992,6133,9122,7019,8901,1,0,6422,9607,0.055,-0.541,-0.185,-0.0183,0.0003,0.007,-0.014
-4134,PSD93,6134,PDO Survey Datum 1993,6134,9122,7012,8901,1,0,6422,,,,,,,,
-4135,Old Hawaiian,6135,Old Hawaiian,6135,9122,7008,8901,1,0,6422,,,,,,,,
-4136,St. Lawrence Island,6136,St. Lawrence Island,6136,9122,7008,8901,1,0,6422,,,,,,,,
-4137,St. Paul Island,6137,St. Paul Island,6137,9122,7008,8901,1,0,6422,,,,,,,,
-4138,St. George Island,6138,St. George Island,6138,9122,7008,8901,1,0,6422,,,,,,,,
-4139,Puerto Rico,6139,Puerto Rico,6139,9122,7008,8901,1,0,6422,9603,11,72,-101,,,,
-4140,"NAD83(CSRS98)",6140,NAD83 Canadian Spatial Reference System,6140,9108,7019,8901,1,1,6402,9603,0,0,0,,,,
-4141,Israel,6141,Israel,6141,9122,7019,8901,1,0,6422,9603,-48,55,52,,,,
-4142,Locodjo 1965,6142,Locodjo 1965,6142,9122,7012,8901,1,0,6422,9603,-125,53,467,,,,
-4143,Abidjan 1987,6143,Abidjan 1987,6143,9122,7012,8901,1,0,6422,9603,-124.76,53,466.79,,,,
-4144,Kalianpur 1937,6144,Kalianpur 1937,6144,9122,7015,8901,1,0,6422,,,,,,,,
-4145,Kalianpur 1962,6145,Kalianpur 1962,6145,9122,7044,8901,1,0,6422,,,,,,,,
-4146,Kalianpur 1975,6146,Kalianpur 1975,6146,9122,7045,8901,1,0,6422,9603,295,736,257,,,,
-4147,Hanoi 1972,6147,Hanoi 1972,6147,9122,7024,8901,1,0,6422,9603,-17.51,-108.32,-62.39,,,,
-4148,Hartebeesthoek94,6148,Hartebeesthoek94,6148,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
-4149,CH1903,6149,CH1903,6149,9122,7004,8901,1,0,6422,,,,,,,,
-4150,"CH1903+",6150,"CH1903+",6150,9122,7004,8901,1,0,6422,9603,674.374,15.056,405.346,,,,
-4151,CHTRF95,6151,Swiss Terrestrial Reference Frame 1995,6151,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4152,"NAD83(HARN)",6152,"NAD83 (High Accuracy Regional Network)",6152,9122,7019,8901,1,0,6422,,,,,,,,
-4153,Rassadiran,6153,Rassadiran,6153,9122,7022,8901,1,0,6422,9603,-133.63,-157.5,-158.62,,,,
-4154,"ED50(ED77)",6154,"European Datum 1950(1977)",6154,9122,7022,8901,1,0,6422,,,,,,,,
-4155,Dabola 1981,6155,Dabola 1981,6155,9122,7011,8901,1,0,6422,9603,-83,37,124,,,,
-4156,S-JTSK,6156,Jednotne Trigonometricke Site Katastralni,6156,9122,7004,8901,1,0,6422,,,,,,,,
-4157,Mount Dillon,6157,Mount Dillon,6157,9122,7007,8901,1,0,6422,,,,,,,,
-4158,Naparima 1955,6158,Naparima 1955,6158,9122,7022,8901,1,0,6422,,,,,,,,
-4159,ELD79,6159,European Libyan Datum 1979,6159,9122,7022,8901,1,0,6422,,,,,,,,
-4160,Chos Malal 1914,6160,Chos Malal 1914,6160,9122,7022,8901,1,0,6422,,,,,,,,
-4161,Pampa del Castillo,6161,Pampa del Castillo,6161,9122,7022,8901,1,0,6422,9603,27.5,14,186.4,,,,
-4162,Korean 1985,6162,Korean Datum 1985,6162,9122,7004,8901,1,0,6422,,,,,,,,
-4163,Yemen NGN96,6163,Yemen National Geodetic Network 1996,6163,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
-4164,South Yemen,6164,South Yemen,6164,9122,7024,8901,1,0,6422,9603,-76,-138,67,,,,
-4165,Bissau,6165,Bissau,6165,9122,7022,8901,1,0,6422,9603,-173,253,27,,,,
-4166,Korean 1995,6166,Korean Datum 1995,6166,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
-4167,NZGD2000,6167,New Zealand Geodetic Datum 2000,6167,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4168,Accra,6168,Accra,6168,9122,7029,8901,1,0,6422,,,,,,,,
-4169,American Samoa 1962,6169,American Samoa 1962,6169,9122,7008,8901,1,0,6422,9603,-115,118,426,,,,
-4170,SIRGAS 1995,6170,Sistema de Referencia Geocentrico para America del Sur 1995,6170,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4171,RGF93,6171,Reseau Geodesique Francais 1993,6171,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4172,POSGAR,6172,Posiciones Geodesicas Argentinas,6172,9108,7019,8901,1,1,6402,9603,0,0,0,,,,
-4173,IRENET95,6173,IRENET95,6173,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4174,Sierra Leone 1924,6174,Sierra Leone Colony 1924,6174,9122,7029,8901,1,0,6422,,,,,,,,
-4175,Sierra Leone 1968,6175,Sierra Leone 1968,6175,9122,7012,8901,1,0,6422,9603,-88,4,101,,,,
-4176,Australian Antarctic,6176,Australian Antarctic Datum 1998,6176,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4178,"Pulkovo 1942(83)",6178,"Pulkovo 1942(83)",6178,9122,7024,8901,1,0,6422,,,,,,,,
-4179,"Pulkovo 1942(58)",6179,"Pulkovo 1942(58)",6179,9122,7024,8901,1,0,6422,,,,,,,,
-4180,EST97,6180,Estonia 1997,6180,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4181,Luxembourg 1930,6181,Luxembourg 1930,6181,9122,7022,8901,1,0,6422,9606,-193,13.7,-39.3,-0.41,-2.933,2.688,0.43
-4182,Azores Occidental 1939,6182,Azores Occidental Islands 1939,6182,9122,7022,8901,1,0,6422,,,,,,,,
-4183,Azores Central 1948,6183,Azores Central Islands 1948,6183,9122,7022,8901,1,0,6422,9603,-104,167,-38,,,,
-4184,Azores Oriental 1940,6184,Azores Oriental Islands 1940,6184,9122,7022,8901,1,0,6422,9603,-203,141,53,,,,
-4185,Madeira 1936,6185,Madeira 1936,6185,9108,7022,8901,1,1,6402,,,,,,,,
-4188,OSNI 1952,6188,OSNI 1952,6188,9122,7001,8901,1,0,6422,9606,482.5,-130.6,564.6,-1.042,-0.214,-0.631,8.15
-4189,REGVEN,6189,Red Geodesica Venezolana,6189,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4190,POSGAR 98,6190,Posiciones Geodesicas Argentinas 1998,6190,9122,7019,8901,1,0,6422,,,,,,,,
-4191,Albanian 1987,6191,Albanian 1987,6191,9122,7024,8901,1,0,6422,,,,,,,,
-4192,Douala 1948,6192,Douala 1948,6192,9122,7022,8901,1,0,6422,9603,-206.1,-174.7,-87.7,,,,
-4193,Manoca 1962,6193,Manoca 1962,6193,9122,7011,8901,1,0,6422,9603,-70.9,-151.8,-41.4,,,,
-4194,Qornoq 1927,6194,Qornoq 1927,6194,9122,7022,8901,1,0,6422,,,,,,,,
-4195,Scoresbysund 1952,6195,Scoresbysund 1952,6195,9122,7022,8901,1,0,6422,9606,105,326,-102.5,0,0,0.814,-0.6
-4196,Ammassalik 1958,6196,Ammassalik 1958,6196,9122,7022,8901,1,0,6422,9606,-45,417,-3.5,0,0,0.814,-0.6
-4197,Garoua,6197,Garoua,6197,9122,7012,8901,1,0,6422,,,,,,,,
-4198,Kousseri,6198,Kousseri,6198,9122,7012,8901,1,0,6422,,,,,,,,
-4199,Egypt 1930,6199,Egypt 1930,6199,9122,7022,8901,1,0,6422,,,,,,,,
-4200,Pulkovo 1995,6200,Pulkovo 1995,6200,9122,7024,8901,1,0,6422,9607,24.82,-131.21,-82.66,0,0,-0.16,-0.12
-4201,Adindan,6201,Adindan,6201,9122,7012,8901,1,0,6422,,,,,,,,
-4202,AGD66,6202,Australian Geodetic Datum 1966,6202,9122,7003,8901,1,0,6422,,,,,,,,
-4203,AGD84,6203,Australian Geodetic Datum 1984,6203,9122,7003,8901,1,0,6422,,,,,,,,
-4204,Ain el Abd,6204,Ain el Abd 1970,6204,9122,7022,8901,1,0,6422,,,,,,,,
-4205,Afgooye,6205,Afgooye,6205,9122,7024,8901,1,0,6422,9603,-43,-163,45,,,,
-4206,Agadez,6206,Agadez,6206,9122,7011,8901,1,0,6422,,,,,,,,
-4207,Lisbon,6207,Lisbon 1937,6207,9122,7022,8901,1,0,6422,,,,,,,,
-4208,Aratu,6208,Aratu,6208,9122,7022,8901,1,0,6422,,,,,,,,
-4209,Arc 1950,6209,Arc 1950,6209,9122,7013,8901,1,0,6422,,,,,,,,
-4210,Arc 1960,6210,Arc 1960,6210,9122,7012,8901,1,0,6422,,,,,,,,
-4211,Batavia,6211,Batavia,6211,9122,7004,8901,1,0,6422,,,,,,,,
-4212,Barbados 1938,6212,Barbados 1938,6212,9122,7012,8901,1,0,6422,9603,31.95,300.99,419.19,,,,
-4213,Beduaram,6213,Beduaram,6213,9122,7011,8901,1,0,6422,9603,-106,-87,188,,,,
-4214,Beijing 1954,6214,Beijing 1954,6214,9122,7024,8901,1,0,6422,,,,,,,,
-4215,Belge 1950,6215,Reseau National Belge 1950,6215,9122,7022,8901,1,0,6422,,,,,,,,
-4216,Bermuda 1957,6216,Bermuda 1957,6216,9122,7008,8901,1,0,6422,,,,,,,,
-4218,Bogota 1975,6218,Bogota 1975,6218,9122,7022,8901,1,0,6422,,,,,,,,
-4219,Bukit Rimpah,6219,Bukit Rimpah,6219,9122,7004,8901,1,0,6422,9603,-384,664,-48,,,,
-4220,Camacupa,6220,Camacupa,6220,9122,7012,8901,1,0,6422,,,,,,,,
-4221,Campo Inchauspe,6221,Campo Inchauspe,6221,9122,7022,8901,1,0,6422,,,,,,,,
-4222,Cape,6222,Cape,6222,9122,7013,8901,1,0,6422,,,,,,,,
-4223,Carthage,6223,Carthage,6223,9122,7011,8901,1,0,6422,,,,,,,,
-4224,Chua,6224,Chua,6224,9122,7022,8901,1,0,6422,,,,,,,,
-4225,Corrego Alegre,6225,Corrego Alegre,6225,9122,7022,8901,1,0,6422,9603,-206,172,-6,,,,
-4226,"Cote d'Ivoire",6226,"Cote d'Ivoire",6226,9108,7011,8901,1,1,6402,,,,,,,,
-4227,Deir ez Zor,6227,Deir ez Zor,6227,9122,7011,8901,1,0,6422,,,,,,,,
-4228,Douala,6228,Douala,6228,9108,7011,8901,1,1,6402,,,,,,,,
-4229,Egypt 1907,6229,Egypt 1907,6229,9122,7020,8901,1,0,6422,,,,,,,,
-4230,ED50,6230,European Datum 1950,6230,9122,7022,8901,1,0,6422,,,,,,,,
-4231,ED87,6231,European Datum 1987,6231,9122,7022,8901,1,0,6422,,,,,,,,
-4232,Fahud,6232,Fahud,6232,9122,7012,8901,1,0,6422,,,,,,,,
-4233,Gandajika 1970,6233,Gandajika 1970,6233,9122,7022,8901,1,1,6422,9603,-133,-321,50,,,,
-4234,Garoua,6234,Garoua,6234,9108,7011,8901,1,1,6402,,,,,,,,
-4235,Guyane Francaise,6235,Guyane Francaise,6235,9108,7022,8901,1,1,6402,,,,,,,,
-4236,Hu Tzu Shan 1950,6236,Hu Tzu Shan 1950,6236,9122,7022,8901,1,0,6422,9603,-637,-549,-203,,,,
-4237,HD72,6237,Hungarian Datum 1972,6237,9122,7036,8901,1,0,6422,,,,,,,,
-4238,ID74,6238,Indonesian Datum 1974,6238,9122,7021,8901,1,0,6422,,,,,,,,
-4239,Indian 1954,6239,Indian 1954,6239,9122,7015,8901,1,0,6422,9603,217,823,299,,,,
-4240,Indian 1975,6240,Indian 1975,6240,9122,7015,8901,1,0,6422,,,,,,,,
-4241,Jamaica 1875,6241,Jamaica 1875,6241,9122,7034,8901,1,0,6422,,,,,,,,
-4242,JAD69,6242,Jamaica 1969,6242,9122,7008,8901,1,0,6422,,,,,,,,
-4243,Kalianpur 1880,6243,Kalianpur 1880,6243,9122,7042,8901,1,0,6422,,,,,,,,
-4244,Kandawala,6244,Kandawala,6244,9122,7015,8901,1,0,6422,9603,-97,787,86,,,,
-4245,Kertau 1968,6245,Kertau 1968,6245,9122,7018,8901,1,0,6422,9603,-11,851,5,,,,
-4246,KOC,6246,Kuwait Oil Company,6246,9122,7012,8901,1,0,6422,9603,-294.7,-200.1,525.5,,,,
-4247,La Canoa,6247,La Canoa,6247,9122,7022,8901,1,0,6422,9603,-273.5,110.6,-357.9,,,,
-4248,PSAD56,6248,Provisional South American Datum 1956,6248,9122,7022,8901,1,0,6422,,,,,,,,
-4249,Lake,6249,Lake,6249,9122,7022,8901,1,0,6422,,,,,,,,
-4250,Leigon,6250,Leigon,6250,9122,7012,8901,1,0,6422,9603,-130,29,364,,,,
-4251,Liberia 1964,6251,Liberia 1964,6251,9122,7012,8901,1,0,6422,9603,-90,40,88,,,,
-4252,Lome,6252,Lome,6252,9122,7011,8901,1,0,6422,,,,,,,,
-4253,Luzon 1911,6253,Luzon 1911,6253,9122,7008,8901,1,0,6422,,,,,,,,
-4254,Hito XVIII 1963,6254,Hito XVIII 1963,6254,9122,7022,8901,1,0,6422,,,,,,,,
-4255,Herat North,6255,Herat North,6255,9122,7022,8901,1,0,6422,9603,-333,-222,114,,,,
-4256,Mahe 1971,6256,Mahe 1971,6256,9122,7012,8901,1,0,6422,9603,41,-220,-134,,,,
-4257,Makassar,6257,Makassar,6257,9122,7004,8901,1,0,6422,9603,-587.8,519.75,145.76,,,,
-4258,ETRS89,6258,European Terrestrial Reference System 1989,6258,9122,7019,8901,1,0,6422,,,,,,,,
-4259,Malongo 1987,6259,Malongo 1987,6259,9122,7022,8901,1,0,6422,,,,,,,,
-4260,Manoca,6260,Manoca,6260,9108,7012,8901,1,1,6402,9603,-70.9,-151.8,-41.4,,,,
-4261,Merchich,6261,Merchich,6261,9122,7011,8901,1,0,6422,9603,31,146,47,,,,
-4262,Massawa,6262,Massawa,6262,9122,7004,8901,1,0,6422,9603,639,405,60,,,,
-4263,Minna,6263,Minna,6263,9122,7012,8901,1,0,6422,,,,,,,,
-4264,Mhast,6264,Mhast,6264,9122,7022,8901,1,1,6422,9603,-252.95,-4.11,-96.38,,,,
-4265,Monte Mario,6265,Monte Mario,6265,9122,7022,8901,1,0,6422,,,,,,,,
-4266,"M'poraloko",6266,"M'poraloko",6266,9122,7011,8901,1,0,6422,,,,,,,,
-4267,NAD27,6267,North American Datum 1927,6267,9122,7008,8901,1,0,6422,,,,,,,,
-4268,NAD27 Michigan,6268,NAD Michigan,6268,9122,7009,8901,1,0,6422,,,,,,,,
-4269,NAD83,6269,North American Datum 1983,6269,9122,7019,8901,1,0,6422,,,,,,,,
-4270,Nahrwan 1967,6270,Nahrwan 1967,6270,9122,7012,8901,1,0,6422,,,,,,,,
-4271,Naparima 1972,6271,Naparima 1972,6271,9122,7022,8901,1,0,6422,,,,,,,,
-4272,NZGD49,6272,New Zealand Geodetic Datum 1949,6272,9122,7022,8901,1,0,6422,,,,,,,,
-4273,NGO 1948,6273,NGO 1948,6273,9122,7005,8901,1,0,6422,9606,278.3,93,474.5,7.889,0.05,-6.61,6.21
-4274,Datum 73,6274,Datum 73,6274,9122,7022,8901,1,0,6422,,,,,,,,
-4275,NTF,6275,Nouvelle Triangulation Francaise,6275,9122,7011,8901,1,0,6422,9603,-168,-60,320,,,,
-4276,NSWC 9Z-2,6276,NSWC 9Z-2,6276,9122,7025,8901,1,0,6422,,,,,,,,
-4277,OSGB 1936,6277,OSGB 1936,6277,9122,7001,8901,1,0,6422,,,,,,,,
-4278,OSGB70,6278,"OSGB 1970 (SN)",6278,9122,7001,8901,1,0,6422,,,,,,,,
-4279,"OS(SN)80",6279,"OS (SN) 1980",6279,9122,7001,8901,1,0,6422,,,,,,,,
-4280,Padang,6280,Padang 1884,6280,9122,7004,8901,1,0,6422,,,,,,,,
-4281,Palestine 1923,6281,Palestine 1923,6281,9122,7010,8901,1,0,6422,9606,-275.7224,94.7824,340.8944,-8.001,-4.42,-11.821,1
-4282,Pointe Noire,6282,Congo 1960 Pointe Noire,6282,9122,7011,8901,1,0,6422,,,,,,,,
-4283,GDA94,6283,Geocentric Datum of Australia 1994,6283,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4284,Pulkovo 1942,6284,Pulkovo 1942,6284,9122,7024,8901,1,0,6422,,,,,,,,
-4285,Qatar 1974,6285,Qatar 1974,6285,9122,7022,8901,1,0,6422,,,,,,,,
-4286,Qatar 1948,6286,Qatar 1948,6286,9122,7020,8901,1,0,6422,,,,,,,,
-4287,Qornoq,6287,Qornoq,6287,9108,7022,8901,1,1,6402,9603,164,138,-189,,,,
-4288,Loma Quintana,6288,Loma Quintana,6288,9122,7022,8901,1,0,6422,,,,,,,,
-4289,Amersfoort,6289,Amersfoort,6289,9122,7004,8901,1,0,6422,,,,,,,,
-4291,SAD69,6291,South American Datum 1969,6291,9108,7036,8901,1,1,6402,,,,,,,,
-4292,Sapper Hill 1943,6292,Sapper Hill 1943,6292,9122,7022,8901,1,0,6422,9603,-355,21,72,,,,
-4293,Schwarzeck,6293,Schwarzeck,6293,9122,7046,8901,1,0,6422,,,,,,,,
-4294,Segora,6294,Segora,6294,9108,7004,8901,1,1,6402,,,,,,,,
-4295,Serindung,6295,Serindung,6295,9122,7004,8901,1,0,6422,,,,,,,,
-4296,Sudan,6296,Sudan,6296,9108,7011,8901,1,1,6402,,,,,,,,
-4297,Tananarive,6297,Tananarive 1925,6297,9122,7022,8901,1,0,6422,9603,-189,-242,-91,,,,
-4298,Timbalai 1948,6298,Timbalai 1948,6298,9122,7016,8901,1,0,6422,,,,,,,,
-4299,TM65,6299,TM65,6299,9122,7002,8901,1,0,6422,,,,,,,,
-4300,TM75,6300,Geodetic Datum of 1965,6300,9122,7002,8901,1,0,6422,,,,,,,,
-4301,Tokyo,6301,Tokyo,6301,9122,7004,8901,1,0,6422,,,,,,,,
-4302,Trinidad 1903,6302,Trinidad 1903,6302,9122,7007,8901,1,0,6422,,,,,,,,
-4303,"TC(1948)",6303,Trucial Coast 1948,6303,9122,7020,8901,1,0,6422,,,,,,,,
-4304,Voirol 1875,6304,Voirol 1875,6304,9122,7011,8901,1,0,6422,9603,-73,-247,227,,,,
-4306,Bern 1938,6306,Bern 1938,6306,9122,7004,8901,1,0,6422,,,,,,,,
-4307,Nord Sahara 1959,6307,Nord Sahara 1959,6307,9122,7012,8901,1,0,6422,,,,,,,,
-4308,RT38,6308,Stockholm 1938,6308,9122,7004,8901,1,0,6422,,,,,,,,
-4309,Yacare,6309,Yacare,6309,9122,7022,8901,1,0,6422,9603,-155,171,37,,,,
-4310,Yoff,6310,Yoff,6310,9122,7011,8901,1,0,6422,,,,,,,,
-4311,Zanderij,6311,Zanderij,6311,9122,7022,8901,1,0,6422,9603,-265,120,-358,,,,
-4312,MGI,6312,Militar-Geographische Institut,6312,9122,7004,8901,1,0,6422,,,,,,,,
-4313,Belge 1972,6313,Reseau National Belge 1972,6313,9122,7022,8901,1,0,6422,,,,,,,,
-4314,DHDN,6314,Deutsches Hauptdreiecksnetz,6314,9122,7004,8901,1,0,6422,,,,,,,,
-4315,Conakry 1905,6315,Conakry 1905,6315,9122,7011,8901,1,0,6422,9603,-23,259,-9,,,,
-4316,Dealul Piscului 1930,6316,Dealul Piscului 1930,6316,9122,7022,8901,1,0,6422,,,,,,,,
-4317,Dealul Piscului 1970,6317,Dealul Piscului 1970,6317,9122,7024,8901,1,1,6422,,,,,,,,
-4318,NGN,6318,National Geodetic Network,6318,9122,7030,8901,1,0,6422,9603,-3.2,-5.7,2.8,,,,
-4319,KUDAMS,6319,Kuwait Utility,6319,9122,7019,8901,1,0,6422,,,,,,,,
-4322,WGS 72,6322,World Geodetic System 1972,6322,9122,7043,8901,1,0,6422,,,,,,,,
-4324,WGS 72BE,6324,WGS 72 Transit Broadcast Ephemeris,6324,9122,7043,8901,1,0,6422,9606,0,0,1.9,0,0,0.814,-0.38
-4326,WGS 84,6326,World Geodetic System 1984,6326,9122,7030,8901,1,0,6422,,,,,,,,
-4600,Anguilla 1957,6600,Anguilla 1957,6600,9122,7012,8901,1,0,6422,,,,,,,,
-4601,Antigua 1943,6601,Antigua 1943,6601,9122,7012,8901,1,0,6422,,,,,,,,
-4602,Dominica 1945,6602,Dominica 1945,6602,9122,7012,8901,1,0,6422,9603,725,685,536,,,,
-4603,Grenada 1953,6603,Grenada 1953,6603,9122,7012,8901,1,0,6422,9603,72,213.7,93,,,,
-4604,Montserrat 1958,6604,Montserrat 1958,6604,9122,7012,8901,1,0,6422,9603,174,359,365,,,,
-4605,St. Kitts 1955,6605,St. Kitts 1955,6605,9122,7012,8901,1,0,6422,,,,,,,,
-4606,St. Lucia 1955,6606,St. Lucia 1955,6606,9122,7012,8901,1,0,6422,9603,-149,128,296,,,,
-4607,St. Vincent 1945,6607,St. Vincent 1945,6607,9122,7012,8901,1,0,6422,9603,195.671,332.517,274.607,,,,
-4608,"NAD27(76)",6608,"North American Datum 1927 (1976)",6608,9122,7008,8901,1,0,6422,,,,,,,,
-4609,"NAD27(CGQ77)",6609,"North American Datum 1927 (CGQ77)",6609,9122,7008,8901,1,0,6422,,,,,,,,
-4610,Xian 1980,6610,Xian 1980,6610,9122,7049,8901,1,0,6422,,,,,,,,
-4611,Hong Kong 1980,6611,Hong Kong 1980,6611,9122,7022,8901,1,0,6422,9606,-162.619,-276.959,-161.764,0.067753,-2.243649,-1.158827,-1.094246
-4612,JGD2000,6612,Japanese Geodetic Datum 2000,6612,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4613,Segara,6613,Gunung Segara,6613,9122,7004,8901,1,0,6422,,,,,,,,
-4614,QND95,6614,Qatar National Datum 1995,6614,9122,7022,8901,1,0,6422,9606,-119.4248,-303.65872,-11.00061,1.164298,0.174458,1.096259,3.657065
-4615,Porto Santo,6615,Porto Santo 1936,6615,9122,7022,8901,1,0,6422,9603,-499,-249,314,,,,
-4616,Selvagem Grande,6616,Selvagem Grande,6616,9122,7022,8901,1,0,6422,,,,,,,,
-4617,"NAD83(CSRS)",6140,NAD83 Canadian Spatial Reference System,6140,9122,7019,8901,1,0,6422,,,,,,,,
-4618,SAD69,6618,South American Datum 1969,6618,9122,7050,8901,1,0,6422,,,,,,,,
-4619,SWEREF99,6619,SWEREF99,6619,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4620,Point 58,6620,Point 58,6620,9122,7012,8901,1,0,6422,9603,-106,-129,165,,,,
-4621,Fort Marigot,6621,Fort Marigot,6621,9122,7022,8901,1,0,6422,9603,137,248,-430,,,,
-4622,Guadeloupe 1948,6622,Guadeloupe 1948,6622,9122,7022,8901,1,0,6422,,,,,,,,
-4623,CSG67,6623,Centre Spatial Guyanais 1967,6623,9122,7022,8901,1,0,6422,9603,-186,230,110,,,,
-4624,RGFG95,6624,Reseau Geodesique Francais Guyane 1995,6624,9122,7019,8901,1,0,6422,9603,2,2,-2,,,,
-4625,Martinique 1938,6625,Martinique 1938,6625,9122,7022,8901,1,0,6422,,,,,,,,
-4626,Reunion 1947,6626,Reunion 1947,6626,9122,7022,8901,1,0,6422,,,,,,,,
-4627,RGR92,6627,Reseau Geodesique de la Reunion 1992,6627,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4628,Tahiti 52,6628,Tahiti 52,6628,9122,7022,8901,1,0,6422,9603,162,117,154,,,,
-4629,Tahaa 54,6629,Tahaa 54,6629,9122,7022,8901,1,0,6422,,,,,,,,
-4630,IGN72 Nuku Hiva,6630,IGN72 Nuku Hiva,6630,9122,7022,8901,1,0,6422,,,,,,,,
-4631,K0 1949,6631,K0 1949,6631,9122,7022,8901,1,1,6422,9603,145,-187,103,,,,
-4632,Combani 1950,6632,Combani 1950,6632,9122,7022,8901,1,0,6422,9603,-382,-59,-262,,,,
-4633,IGN56 Lifou,6633,IGN56 Lifou,6633,9122,7022,8901,1,0,6422,,,,,,,,
-4634,IGN72 Grand Terre,6634,IGN72 Grande Terre,6634,9108,7022,8901,1,1,6402,,,,,,,,
-4635,ST87 Ouvea,6635,ST87 Ouvea,6635,9122,7022,8901,1,1,6422,9606,-122.383,-188.696,103.344,3.5107,-4.9668,-5.7047,4.4798
-4636,Petrels 1972,6636,Petrels 1972,6636,9122,7022,8901,1,0,6422,9603,365,194,166,,,,
-4637,Perroud 1950,6637,Pointe Geologie Perroud 1950,6637,9122,7022,8901,1,0,6422,9603,325,154,172,,,,
-4638,Saint Pierre et Miquelon 1950,6638,Saint Pierre et Miquelon 1950,6638,9122,7008,8901,1,0,6422,9603,30,430,368,,,,
-4639,MOP78,6639,MOP78,6639,9122,7022,8901,1,0,6422,,,,,,,,
-4640,RRAF 1991,6640,Reseau de Reference des Antilles Francaises 1991,6640,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
-4641,IGN53 Mare,6641,IGN53 Mare,6641,9122,7022,8901,1,0,6422,,,,,,,,
-4642,ST84 Ile des Pins,6642,ST84 Ile des Pins,6642,9122,7022,8901,1,0,6422,,,,,,,,
-4643,ST71 Belep,6643,ST71 Belep,6643,9122,7022,8901,1,0,6422,9606,-480.26,-438.32,-643.429,16.3119,20.1721,-4.0349,-111.7002
-4644,NEA74 Noumea,6644,NEA74 Noumea,6644,9122,7022,8901,1,0,6422,,,,,,,,
-4645,RGNC 1991,6645,Reseau Geodesique Nouvelle Caledonie 1991,6645,9122,7022,8901,1,1,6422,9603,0,0,0,,,,
-4646,Grand Comoros,6646,Grand Comoros,6646,9122,7022,8901,1,0,6422,,,,,,,,
-4657,Reykjavik 1900,6657,Reykjavik 1900,6657,9122,7051,8901,1,0,6422,9603,-28,199,5,,,,
-4658,Hjorsey 1955,6658,Hjorsey 1955,6658,9122,7022,8901,1,0,6422,9603,-73,46,-86,,,,
-4659,ISN93,6659,Islands Network 1993,6659,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4660,Helle 1954,6660,Helle 1954,6660,9122,7022,8901,1,0,6422,9606,982.6087,552.753,-540.873,32.39344,-153.25684,-96.2266,16.805
-4661,LKS92,6661,Latvia 1992,6661,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4662,IGN72 Grande Terre,6634,IGN72 Grande Terre,6634,9122,7022,8901,1,0,6422,,,,,,,,
-4663,Porto Santo 1995,6663,Porto Santo 1995,6663,9122,7022,8901,1,0,6422,,,,,,,,
-4664,Azores Oriental 1995,6664,Azores Oriental Islands 1995,6664,9122,7022,8901,1,0,6422,,,,,,,,
-4665,Azores Central 1995,6665,Azores Central Islands 1995,6665,9122,7022,8901,1,0,6422,,,,,,,,
-4666,Lisbon 1890,6666,Lisbon 1890,6666,9122,7004,8901,1,0,6422,,,,,,,,
-4667,IKBD-92,6667,Iraq-Kuwait Boundary Datum 1992,6667,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
-4668,ED79,6668,European Datum 1979,6668,9122,7022,8901,1,0,6422,9603,-86,-98,-119,,,,
-4669,LKS94,6126,"Lithuania 1994 (ETRS89)",6126,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4670,IGM95,6670,Istituto Geografico Militaire 1995,6670,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
-4671,Voirol 1879,6671,Voirol 1879,6671,9122,7011,8901,1,0,6422,,,,,,,,
-4672,Chatham Islands 1971,6672,Chatham Islands Datum 1971,6672,9122,7022,8901,1,0,6422,9603,175,-38,113,,,,
-4673,Chatham Islands 1979,6673,Chatham Islands Datum 1979,6673,9122,7022,8901,1,0,6422,9607,174.05,-25.49,112.57,0,0,-0.554,0.2263
-4674,SIRGAS 2000,6674,Sistema de Referencia Geocentrico para America del Sur 2000,6674,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4675,Guam 1963,6675,Guam 1963,6675,9122,7008,8901,1,0,6422,9603,-100,-248,259,,,,
-4676,Vientiane 1982,6676,Vientiane 1982,6676,9122,7024,8901,1,0,6422,,,,,,,,
-4677,Lao 1993,6677,Lao 1993,6677,9122,7024,8901,1,0,6422,,,,,,,,
-4678,Lao 1997,6678,Lao National Datum 1997,6678,9122,7024,8901,1,0,6422,9603,44.585,-131.212,-39.544,,,,
-4679,Jouik 1961,6679,Jouik 1961,6679,9122,7012,8901,1,0,6422,9603,-80.01,253.26,291.19,,,,
-4680,Nouakchott 1965,6680,Nouakchott 1965,6680,9122,7012,8901,1,0,6422,9603,124.5,-63.5,-281,,,,
-4681,Mauritania 1999,6681,Mauritania 1999,6681,9122,7012,8901,1,1,6422,,,,,,,,
-4682,Gulshan 303,6682,Gulshan 303,6682,9122,7015,8901,1,0,6422,,,,,,,,
-4683,PRS92,6683,Philippine Reference System 1992,6683,9122,7008,8901,1,0,6422,9607,-127.62,-67.24,-47.04,3.068,-4.903,-1.578,-1.06
-4684,Gan 1970,6684,Gan 1970,6684,9122,7022,8901,1,0,6422,9603,-133,-321,50,,,,
-4685,Gandajika,6685,Gandajika,6685,9122,7022,8901,1,1,6422,,,,,,,,
-4686,MAGNA-SIRGAS,6686,Marco Geocentrico Nacional de Referencia,6686,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4687,RGPF,6687,Reseau Geodesique de la Polynesie Francaise,6687,9122,7019,8901,1,0,6422,,,,,,,,
-4688,Fatu Iva 72,6688,Fatu Iva 72,6688,9122,7022,8901,1,0,6422,9607,347.103,1078.125,2623.922,33.8875,-70.6773,9.3943,186.074
-4689,IGN63 Hiva Oa,6689,IGN63 Hiva Oa,6689,9122,7022,8901,1,0,6422,,,,,,,,
-4690,Tahiti 79,6690,Tahiti 79,6690,9122,7022,8901,1,0,6422,,,,,,,,
-4691,Moorea 87,6691,Moorea 87,6691,9122,7022,8901,1,0,6422,9607,215.525,149.593,176.229,3.2624,1.692,1.1571,10.4773
-4692,Maupiti 83,6692,Maupiti 83,6692,9122,7022,8901,1,0,6422,9603,217.037,86.959,23.956,,,,
-4693,Nakhl-e Ghanem,6693,Nakhl-e Ghanem,6693,9122,7030,8901,1,0,6422,9603,0,-0.15,0.68,,,,
-4694,POSGAR 94,6694,Posiciones Geodesicas Argentinas 1994,6694,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
-4695,Katanga 1955,6695,Katanga 1955,6695,9122,7008,8901,1,0,6422,9603,-103.746,-9.614,-255.95,,,,
-4696,Kasai 1953,6696,Kasai 1953,6696,9122,7012,8901,1,0,6422,,,,,,,,
-4697,IGC 1962 6th Parallel South,6697,IGC 1962 Arc of the 6th Parallel South,6697,9122,7012,8901,1,0,6422,,,,,,,,
-4698,IGN 1962 Kerguelen,6698,IGN 1962 Kerguelen,6698,9122,7022,8901,1,0,6422,9603,145,-187,103,,,,
-4699,Le Pouce 1934,6699,Le Pouce 1934,6699,9122,7012,8901,1,0,6422,9603,-770.1,158.4,-498.2,,,,
-4700,IGN Astro 1960,6700,IGN Astro 1960,6700,9122,7012,8901,1,0,6422,,,,,,,,
-4701,IGCB 1955,6701,Institut Geographique du Congo Belge 1955,6701,9122,7012,8901,1,0,6422,9603,-79.9,-158,-168.9,,,,
-4702,Mauritania 1999,6702,Mauritania 1999,6702,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4703,Mhast 1951,6703,Missao Hidrografico Angola y Sao Tome 1951,6703,9122,7012,8901,1,0,6422,,,,,,,,
-4704,"Mhast (onshore)",6704,"Mhast (onshore)",6704,9122,7022,8901,1,0,6422,,,,,,,,
-4705,"Mhast (offshore)",6705,"Mhast (offshore)",6705,9122,7022,8901,1,0,6422,,,,,,,,
-4706,Egypt Gulf of Suez S-650 TL,6706,Egypt Gulf of Suez S-650 TL,6706,9122,7020,8901,1,0,6422,9603,-146.21,112.63,4.05,,,,
-4707,Tern Island 1961,6707,Tern Island 1961,6707,9122,7022,8901,1,0,6422,9603,114,-116,-333,,,,
-4708,Cocos Islands 1965,6708,Cocos Islands 1965,6708,9122,7003,8901,1,0,6422,9603,-491,-22,435,,,,
-4709,Iwo Jima 1945,6709,Iwo Jima 1945,6709,9122,7022,8901,1,0,6422,9603,145,75,-272,,,,
-4710,St. Helena 1971,6710,St. Helena 1971,6710,9122,7022,8901,1,0,6422,9603,-320,550,-494,,,,
-4711,Marcus Island 1952,6711,Marcus Island 1952,6711,9122,7022,8901,1,0,6422,9603,124,-234,-25,,,,
-4712,Ascension Island 1958,6712,Ascension Island 1958,6712,9122,7022,8901,1,0,6422,9603,-205,107,53,,,,
-4713,Ayabelle Lighthouse,6713,Ayabelle Lighthouse,6713,9122,7012,8901,1,0,6422,9603,-79,-129,145,,,,
-4714,Bellevue,6714,Bellevue,6714,9122,7022,8901,1,0,6422,9603,-127,-769,472,,,,
-4715,Camp Area Astro,6715,Camp Area Astro,6715,9122,7022,8901,1,0,6422,9603,-104,-129,239,,,,
-4716,Phoenix Islands 1966,6716,Phoenix Islands 1966,6716,9122,7022,8901,1,0,6422,9603,298,-304,-375,,,,
-4717,Cape Canaveral,6717,Cape Canaveral,6717,9122,7008,8901,1,0,6422,9603,-2,151,181,,,,
-4718,Solomon 1968,6718,Solomon 1968,6718,9122,7022,8901,1,0,6422,,,,,,,,
-4719,Easter Island 1967,6719,Easter Island 1967,6719,9122,7022,8901,1,0,6422,9603,211,147,111,,,,
-4720,Fiji 1986,6720,Fiji Geodetic Datum 1986,6720,9122,7043,8901,1,0,6422,,,,,,,,
-4721,Fiji 1956,6721,Fiji 1956,6721,9122,7022,8901,1,0,6422,9603,265.025,384.929,-194.046,,,,
-4722,South Georgia 1968,6722,South Georgia 1968,6722,9122,7022,8901,1,0,6422,9603,-794,119,-298,,,,
-4723,Grand Cayman 1959,6723,Grand Cayman 1959,6723,9122,7008,8901,1,0,6422,9603,67.8,106.1,138.8,,,,
-4724,Diego Garcia 1969,6724,Diego Garcia 1969,6724,9122,7022,8901,1,0,6422,9603,208,-435,-229,,,,
-4725,Johnston Island 1961,6725,Johnston Island 1961,6725,9122,7022,8901,1,0,6422,9603,189,-79,-202,,,,
-4726,Little Cayman 1961,6726,Little Cayman 1961,6726,9122,7008,8901,1,0,6422,,,,,,,,
-4727,Midway 1961,6727,Midway 1961,6727,9122,7022,8901,1,0,6422,,,,,,,,
-4728,Pico de las Nieves 1984,6728,Pico de las Nieves 1984,6728,9122,7022,8901,1,0,6422,9603,-307,-92,127,,,,
-4729,Pitcairn 1967,6729,Pitcairn 1967,6729,9122,7022,8901,1,0,6422,9603,185,165,42,,,,
-4730,Santo 1965,6730,Santo 1965,6730,9122,7022,8901,1,0,6422,9603,170,42,84,,,,
-4731,Viti Levu 1916,6731,Viti Levu 1916,6731,9122,7012,8901,1,1,6422,9603,51,391,-36,,,,
-4732,Marshall Islands 1960,6732,Marshall Islands 1960,6732,9122,7053,8901,1,0,6422,9603,102,52,-38,,,,
-4733,Wake Island 1952,6733,Wake Island 1952,6733,9122,7022,8901,1,0,6422,9603,276,-57,149,,,,
-4734,Tristan 1968,6734,Tristan 1968,6734,9122,7022,8901,1,0,6422,9603,-632,438,-609,,,,
-4735,Kusaie 1951,6735,Kusaie 1951,6735,9122,7022,8901,1,0,6422,9603,647,1777,-1124,,,,
-4736,Deception Island,6736,Deception Island,6736,9122,7012,8901,1,0,6422,9603,260,12,-147,,,,
-4737,Korea 2000,6737,Geocentric datum of Korea,6737,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4738,Hong Kong 1963,6738,Hong Kong 1963,6738,9122,7007,8901,1,0,6422,,,,,,,,
-4739,"Hong Kong 1963(67)",6739,"Hong Kong 1963(67)",6739,9122,7022,8901,1,0,6422,9603,-156,-271,-189,,,,
-4740,PZ-90,6740,Parametrop Zemp 1990,6740,9122,7054,8901,1,0,6422,,,,,,,,
-4741,FD54,6741,Faroe Datum 1954,6741,9122,7022,8901,1,0,6422,,,,,,,,
-4742,GDM2000,6742,Geodetic Datum of Malaysia 2000,6742,9122,7019,8901,1,0,6422,,,,,,,,
-4743,Karbala 1979,6743,Karbala 1979,6743,9122,7012,8901,1,0,6422,9603,84.1,-320.1,218.7,,,,
-4744,Nahrwan 1934,6744,Nahrwan 1934,6744,9122,7012,8901,1,0,6422,,,,,,,,
-4745,"RD/83",6745,"Rauenberg Datum/83",6745,9122,7004,8901,1,0,6422,,,,,,,,
-4746,"PD/83",6746,"Potsdam Datum/83",6746,9122,7004,8901,1,0,6422,,,,,,,,
-4747,GR96,6747,Greenland 1996,6747,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4748,Vanua Levu 1915,6748,Vanua Levu 1915,6748,9122,7055,8901,1,0,6422,9603,51,391,-36,,,,
-4749,RGNC91-93,6749,Reseau Geodesique de Nouvelle Caledonie 91-93,6749,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4750,ST87 Ouvea,6750,ST87 Ouvea,6750,9122,7030,8901,1,0,6422,9603,-56.263,16.136,-22.856,,,,
-4751,"Kertau (RSO)",6751,"Kertau (RSO)",6751,9122,7056,8901,1,0,6422,,,,,,,,
-4752,Viti Levu 1912,6752,Viti Levu 1912,6752,9122,7055,8901,1,0,6422,9603,51,391,-36,,,,
-4753,fk89,6753,fk89,6753,9122,7022,8901,1,0,6422,,,,,,,,
-4754,LGD2006,6754,Libyan Geodetic Datum 2006,6754,9122,7022,8901,1,0,6422,9603,-208.4058,-109.8777,-2.5764,,,,
-4755,DGN95,6755,Datum Geodesi Nasional 1995,6755,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
-4756,VN-2000,6756,Vietnam 2000,6756,9122,7030,8901,1,0,6422,,,,,,,,
-4757,SVY21,6757,SVY21,6757,9122,7030,8901,1,0,6422,,,,,,,,
-4758,JAD2001,6758,Jamaica 2001,6758,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
-4759,"NAD83(NSRS2007)",6759,"NAD83 (National Spatial Reference System 2007)",6759,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4760,WGS 66,6760,World Geodetic System 1966,6760,9122,7025,8901,1,0,6422,,,,,,,,
-4761,HTRS96,6761,Croatian Terrestrial Reference System,6761,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4762,BDA2000,6762,Bermuda 2000,6762,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
-4763,Pitcairn 2006,6763,Pitcairn 2006,6763,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
-4764,RSRGD2000,6764,Ross Sea Region Geodetic Datum 2000,6764,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4765,Slovenia 1996,6765,Slovenia Geodetic Datum 1996,6765,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
-4801,"Bern 1898 (Bern)",6801,"CH1903 (Bern)",6149,9122,7004,8907,1,0,6422,,,,,,,,
-4802,"Bogota 1975 (Bogota)",6802,"Bogota 1975 (Bogota)",6218,9122,7022,8904,1,0,6422,,,,,,,,
-4803,"Lisbon (Lisbon)",6803,"Lisbon 1937 (Lisbon)",6207,9122,7022,8902,1,0,6422,,,,,,,,
-4804,"Makassar (Jakarta)",6804,"Makassar (Jakarta)",6257,9122,7004,8908,1,0,6422,9603,-587.8,519.75,145.76,,,,
-4805,"MGI (Ferro)",6805,"Militar-Geographische Institut (Ferro)",1031,9122,7004,8909,1,0,6422,,,,,,,,
-4806,"Monte Mario (Rome)",6806,"Monte Mario (Rome)",6265,9122,7022,8906,1,0,6422,,,,,,,,
-4807,"NTF (Paris)",6807,"Nouvelle Triangulation Francaise (Paris)",6275,9105,7011,8903,1,0,6403,9603,-168,-60,320,,,,
-4808,"Padang (Jakarta)",6808,"Padang 1884 (Jakarta)",6280,9122,7004,8908,1,0,6422,,,,,,,,
-4809,"Belge 1950 (Brussels)",6809,"Reseau National Belge 1950 (Brussels)",6215,9122,7022,8910,1,0,6422,,,,,,,,
-4810,"Tananarive (Paris)",6810,"Tananarive 1925 (Paris)",6297,9105,7022,8903,1,0,6403,9603,-189,-242,-91,,,,
-4811,"Voirol 1875 (Paris)",6811,"Voirol 1875 (Paris)",6304,9105,7011,8903,1,0,6403,9603,-73,-247,227,,,,
-4813,"Batavia (Jakarta)",6813,"Batavia (Jakarta)",6211,9122,7004,8908,1,0,6422,,,,,,,,
-4814,"RT38 (Stockholm)",6814,"Stockholm 1938 (Stockholm)",6308,9122,7004,8911,1,0,6422,,,,,,,,
-4815,"Greek (Athens)",6815,"Greek (Athens)",6120,9122,7004,8912,1,0,6422,,,,,,,,
-4816,"Carthage (Paris)",6816,"Carthage (Paris)",6223,9105,7011,8903,1,0,6403,,,,,,,,
-4817,"NGO 1948 (Oslo)",6817,"NGO 1948 (Oslo)",6273,9122,7005,8913,1,0,6422,9606,278.3,93,474.5,7.889,0.05,-6.61,6.21
-4818,"S-JTSK (Ferro)",6818,"S-JTSK (Ferro)",6156,9122,7004,8909,1,0,6422,,,,,,,,
-4819,"Nord Sahara 1959 (Paris)",6819,"Nord Sahara 1959 (Paris)",6307,9105,7012,8903,1,1,6403,,,,,,,,
-4820,"Segara (Jakarta)",6820,"Gunung Segara (Jakarta)",6613,9122,7004,8908,1,0,6422,,,,,,,,
-4821,"Voirol 1879 (Paris)",6821,"Voirol 1879 (Paris)",6821,9105,7011,8903,1,0,6403,,,,,,,,
-4901,"ATF (Paris)",6901,"Ancienne Triangulation Francaise (Paris)",6901,9105,7027,8914,1,0,6403,,,,,,,,
-4902,"NDG (Paris)",6902,"Nord de Guerre (Paris)",6902,9105,7027,8903,1,1,6403,,,,,,,,
-4903,"Madrid 1870 (Madrid)",6903,"Madrid 1870 (Madrid)",6903,9122,7028,8905,1,0,6422,,,,,,,,
-4904,"Lisbon 1890 (Lisbon)",6904,"Lisbon 1890 (Lisbon)",6666,9122,7004,8902,1,0,6422,,,,,,,,
+"COORD_REF_SYS_CODE","COORD_REF_SYS_NAME","DATUM_CODE","DATUM_NAME","GREENWICH_DATUM","UOM_CODE","ELLIPSOID_CODE","PRIME_MERIDIAN_CODE","SHOW_CRS","DEPRECATED","COORD_SYS_CODE","COORD_OP_CODE","COORD_OP_CODE_MULTI","COORD_OP_METHOD_CODE","DX","DY","DZ","RX","RY","RZ","DS"
+3819,HD1909,1024,Hungarian Datum 1909,1024,9122,7004,8901,1,0,6422,3817,0,9607,595.48,121.69,515.35,-4.115,2.9383,-0.853,-3.408
+3821,TWD67,1025,Taiwan Datum 1967,1025,9122,7050,8901,1,0,6422,,0,,,,,,,,
+3824,TWD97,1026,Taiwan Datum 1997,1026,9122,7019,8901,1,0,6422,3830,0,9603,0,0,0,,,,
+3889,IGRS,1029,Iraqi Geospatial Reference System,1029,9122,7019,8901,1,0,6422,3894,0,9603,0,0,0,,,,
+3906,MGI 1901,1031,MGI 1901,1031,9122,7004,8901,1,0,6422,3962,1,9603,682,-203,480,,,,
+4001,Unknown datum based upon the Airy 1830 ellipsoid,6001,"Not specified (based on Airy 1830 ellipsoid)",6001,9122,7001,8901,0,0,6422,,0,,,,,,,,
+4002,Unknown datum based upon the Airy Modified 1849 ellipsoid,6002,"Not specified (based on Airy Modified 1849 ellipsoid)",6002,9122,7002,8901,0,0,6422,,0,,,,,,,,
+4003,Unknown datum based upon the Australian National Spheroid,6003,"Not specified (based on Australian National Spheroid)",6003,9122,7003,8901,0,0,6422,,0,,,,,,,,
+4004,Unknown datum based upon the Bessel 1841 ellipsoid,6004,"Not specified (based on Bessel 1841 ellipsoid)",6004,9122,7004,8901,0,0,6422,,0,,,,,,,,
+4005,Unknown datum based upon the Bessel Modified ellipsoid,6005,"Not specified (based on Bessel Modified ellipsoid)",6005,9122,7005,8901,0,0,6422,,0,,,,,,,,
+4006,Unknown datum based upon the Bessel Namibia ellipsoid,6006,"Not specified (based on Bessel Namibia ellipsoid)",6006,9122,7046,8901,0,0,6422,,0,,,,,,,,
+4007,Unknown datum based upon the Clarke 1858 ellipsoid,6007,"Not specified (based on Clarke 1858 ellipsoid)",6007,9122,7007,8901,0,0,6422,,0,,,,,,,,
+4008,Unknown datum based upon the Clarke 1866 ellipsoid,6008,"Not specified (based on Clarke 1866 ellipsoid)",6008,9122,7008,8901,0,0,6422,,0,,,,,,,,
+4009,Unknown datum based upon the Clarke 1866 Michigan ellipsoid,6009,"Not specified (based on Clarke 1866 Michigan ellipsoid)",6009,9122,7009,8901,0,0,6422,,0,,,,,,,,
+4010,"Unknown datum based upon the Clarke 1880 (Benoit) ellipsoid",6010,"Not specified (based on Clarke 1880 (Benoit) ellipsoid)",6010,9122,7010,8901,0,0,6422,,0,,,,,,,,
+4011,"Unknown datum based upon the Clarke 1880 (IGN) ellipsoid",6011,"Not specified (based on Clarke 1880 (IGN) ellipsoid)",6011,9122,7011,8901,0,0,6422,,0,,,,,,,,
+4012,"Unknown datum based upon the Clarke 1880 (RGS) ellipsoid",6012,"Not specified (based on Clarke 1880 (RGS) ellipsoid)",6012,9122,7012,8901,0,0,6422,,0,,,,,,,,
+4013,"Unknown datum based upon the Clarke 1880 (Arc) ellipsoid",6013,"Not specified (based on Clarke 1880 (Arc) ellipsoid)",6013,9122,7013,8901,0,0,6422,,0,,,,,,,,
+4014,"Unknown datum based upon the Clarke 1880 (SGA 1922) ellipsoid",6014,"Not specified (based on Clarke 1880 (SGA 1922) ellipsoid)",6014,9122,7014,8901,0,0,6422,,0,,,,,,,,
+4015,"Unknown datum based upon the Everest 1830 (1937 Adjustment) ellipsoid",6015,"Not specified (based on Everest 1830 (1937 Adjustment) ellipsoid)",6015,9122,7015,8901,0,0,6422,,0,,,,,,,,
+4016,"Unknown datum based upon the Everest 1830 (1967 Definition) ellipsoid",6016,"Not specified (based on Everest 1830 (1967 Definition) ellipsoid)",6016,9122,7016,8901,0,0,6422,,0,,,,,,,,
+4018,Unknown datum based upon the Everest 1830 Modified ellipsoid,6018,"Not specified (based on Everest 1830 Modified ellipsoid)",6018,9122,7018,8901,0,0,6422,,0,,,,,,,,
+4019,Unknown datum based upon the GRS 1980 ellipsoid,6019,"Not specified (based on GRS 1980 ellipsoid)",6019,9122,7019,8901,0,0,6422,,0,,,,,,,,
+4020,Unknown datum based upon the Helmert 1906 ellipsoid,6020,"Not specified (based on Helmert 1906 ellipsoid)",6020,9122,7020,8901,0,0,6422,,0,,,,,,,,
+4021,Unknown datum based upon the Indonesian National Spheroid,6021,"Not specified (based on Indonesian National Spheroid)",6021,9122,7021,8901,0,0,6422,,0,,,,,,,,
+4022,Unknown datum based upon the International 1924 ellipsoid,6022,"Not specified (based on International 1924 ellipsoid)",6022,9122,7022,8901,0,0,6422,,0,,,,,,,,
+4023,MOLDREF99,1032,MOLDREF99,1032,9122,7019,8901,1,0,6422,,0,,,,,,,,
+4024,Unknown datum based upon the Krassowsky 1940 ellipsoid,6024,"Not specified (based on Krassowsky 1940 ellipsoid)",6024,9122,7024,8901,0,0,6422,,0,,,,,,,,
+4025,Unknown datum based upon the NWL 9D ellipsoid,6025,"Not specified (based on NWL 9D ellipsoid)",6025,9122,7025,8901,0,0,6422,,0,,,,,,,,
+4027,Unknown datum based upon the Plessis 1817 ellipsoid,6027,"Not specified (based on Plessis 1817 ellipsoid)",6027,9122,7027,8901,0,0,6422,,0,,,,,,,,
+4028,Unknown datum based upon the Struve 1860 ellipsoid,6028,"Not specified (based on Struve 1860 ellipsoid)",6028,9122,7028,8901,0,0,6422,,0,,,,,,,,
+4029,Unknown datum based upon the War Office ellipsoid,6029,"Not specified (based on War Office ellipsoid)",6029,9122,7029,8901,0,0,6422,,0,,,,,,,,
+4030,Unknown datum based upon the WGS 84 ellipsoid,6030,"Not specified (based on WGS 84 ellipsoid)",6030,9122,7030,8901,0,0,6422,,0,,,,,,,,
+4031,Unknown datum based upon the GEM 10C ellipsoid,6031,"Not specified (based on GEM 10C ellipsoid)",6031,9122,7031,8901,0,0,6422,,0,,,,,,,,
+4032,Unknown datum based upon the OSU86F ellipsoid,6032,"Not specified (based on OSU86F ellipsoid)",6032,9122,7032,8901,0,0,6422,,0,,,,,,,,
+4033,Unknown datum based upon the OSU91A ellipsoid,6033,"Not specified (based on OSU91A ellipsoid)",6033,9122,7033,8901,0,0,6422,,0,,,,,,,,
+4034,Unknown datum based upon the Clarke 1880 ellipsoid,6034,"Not specified (based on Clarke 1880 ellipsoid)",6034,9122,7034,8901,0,0,6422,,0,,,,,,,,
+4035,Unknown datum based upon the Authalic Sphere,6035,"Not specified (based on Authalic Sphere)",6035,9108,7035,8901,0,1,6402,,0,,,,,,,,
+4036,Unknown datum based upon the GRS 1967 ellipsoid,6036,"Not specified (based on GRS 1967 ellipsoid)",6036,9122,7036,8901,0,0,6422,,0,,,,,,,,
+4041,Unknown datum based upon the Average Terrestrial System 1977 ellipsoid,6041,"Not specified (based on Average Terrestrial System 1977 ellipsoid)",6041,9122,7041,8901,0,0,6422,,0,,,,,,,,
+4042,"Unknown datum based upon the Everest (1830 Definition) ellipsoid",6042,"Not specified (based on Everest (1830 Definition) ellipsoid)",6042,9122,7042,8901,0,0,6422,,0,,,,,,,,
+4043,Unknown datum based upon the WGS 72 ellipsoid,6043,"Not specified (based on WGS 72 ellipsoid)",6043,9122,7043,8901,0,0,6422,,0,,,,,,,,
+4044,"Unknown datum based upon the Everest 1830 (1962 Definition) ellipsoid",6044,"Not specified (based on Everest 1830 (1962 Definition) ellipsoid)",6044,9122,7044,8901,0,0,6422,,0,,,,,,,,
+4045,"Unknown datum based upon the Everest 1830 (1975 Definition) ellipsoid",6045,"Not specified (based on Everest 1830 (1975 Definition) ellipsoid)",6045,9122,7045,8901,0,0,6422,,0,,,,,,,,
+4046,RGRDC 2005,1033,Reseau Geodesique de la RDC 2005,1033,9122,7019,8901,1,0,6422,4064,0,9603,0,0,0,,,,
+4047,Unspecified datum based upon the GRS 1980 Authalic Sphere,6047,"Not specified (based on GRS 1980 Authalic Sphere)",6047,9122,7048,8901,0,0,6422,,0,,,,,,,,
+4052,Unspecified datum based upon the Clarke 1866 Authalic Sphere,6052,"Not specified (based on Clarke 1866 Authalic Sphere)",6052,9122,7052,8901,0,0,6422,,0,,,,,,,,
+4053,Unspecified datum based upon the International 1924 Authalic Sphere,6053,"Not specified (based on International 1924 Authalic Sphere)",6053,9122,7057,8901,0,0,6422,,0,,,,,,,,
+4054,Unspecified datum based upon the Hughes 1980 ellipsoid,6054,"Not specified (based on Hughes 1980 ellipsoid)",6054,9122,7058,8901,0,0,6422,,0,,,,,,,,
+4055,Popular Visualisation CRS,6055,Popular Visualisation Datum,6055,9122,7059,8901,1,1,6422,15973,0,9603,0,0,0,,,,
+4075,SREF98,1034,Serbian Reference Network 1998,1034,9122,7019,8901,1,0,6422,4077,0,9603,0,0,0,,,,
+4081,REGCAN95,1035,Red Geodesica de Canarias 1995,1035,9122,7019,8901,1,0,6422,4084,0,9603,0,0,0,,,,
+4120,Greek,6120,Greek,6120,9122,7004,8901,1,0,6422,,0,,,,,,,,
+4121,GGRS87,6121,Greek Geodetic Reference System 1987,6121,9122,7019,8901,1,0,6422,1272,0,9603,-199.87,74.79,246.62,,,,
+4122,ATS77,6122,Average Terrestrial System 1977,6122,9122,7041,8901,1,0,6422,,0,,,,,,,,
+4123,KKJ,6123,"Kartastokoordinaattijarjestelma (1966)",6123,9122,7022,8901,1,0,6422,10099,1,9607,-96.062,-82.428,-121.753,-4.801,-0.345,1.376,1.496
+4124,RT90,6124,Rikets koordinatsystem 1990,6124,9122,7004,8901,1,0,6422,1680,1,9607,419.3836,99.3335,591.3451,-0.850389,-1.817277,7.862238,-0.99496
+4125,Samboja,6125,Samboja,6125,9108,7004,8901,1,1,6402,1282,0,9603,-404.78,685.68,45.47,,,,
+4126,"LKS94 (ETRS89)",6126,"Lithuania 1994 (ETRS89)",6126,9108,7019,8901,1,1,6402,,0,,,,,,,,
+4127,Tete,6127,Tete,6127,9122,7008,8901,1,0,6422,1683,1,9607,-115.064,-87.39,-101.716,0.058,-4.001,2.062,9.366
+4128,Madzansua,6128,Madzansua,6128,9122,7008,8901,1,0,6422,,0,,,,,,,,
+4129,Observatario,6129,Observatario,6129,9122,7008,8901,1,0,6422,,0,,,,,,,,
+4130,Moznet,6130,"Moznet (ITRF94)",6130,9122,7030,8901,1,0,6422,1302,0,9607,0,0,0,0,0,0,0
+4131,Indian 1960,6131,Indian 1960,6131,9122,7015,8901,1,0,6422,1542,1,9603,198,881,317,,,,
+4132,FD58,6132,Final Datum 1958,6132,9122,7012,8901,1,0,6422,1854,1,9603,-239.1,-170.02,397.5,,,,
+4133,EST92,6133,Estonia 1992,6133,9122,7019,8901,1,0,6422,1333,0,9607,0.055,-0.541,-0.185,-0.0183,0.0003,0.007,-0.014
+4134,PSD93,6134,PDO Survey Datum 1993,6134,9122,7012,8901,1,0,6422,1439,1,9606,-180.624,-225.516,173.919,-0.81,-1.898,8.336,16.71006
+4135,Old Hawaiian,6135,Old Hawaiian,6135,9122,7008,8901,1,0,6422,15824,1,9603,61,-285,-181,,,,
+4136,St. Lawrence Island,6136,St. Lawrence Island,6136,9122,7008,8901,1,0,6422,,0,,,,,,,,
+4137,St. Paul Island,6137,St. Paul Island,6137,9122,7008,8901,1,0,6422,,0,,,,,,,,
+4138,St. George Island,6138,St. George Island,6138,9122,7008,8901,1,0,6422,,0,,,,,,,,
+4139,Puerto Rico,6139,Puerto Rico,6139,9122,7008,8901,1,0,6422,1893,0,9603,11,72,-101,,,,
+4140,"NAD83(CSRS98)",6140,NAD83 Canadian Spatial Reference System,6140,9108,7019,8901,1,1,6402,1473,0,9603,0,0,0,,,,
+4141,Israel,6141,Israel,6141,9122,7019,8901,1,0,6422,1073,0,9603,-48,55,52,,,,
+4142,Locodjo 1965,6142,Locodjo 1965,6142,9122,7012,8901,1,0,6422,1469,0,9603,-125,53,467,,,,
+4143,Abidjan 1987,6143,Abidjan 1987,6143,9122,7012,8901,1,0,6422,1470,0,9603,-124.76,53,466.79,,,,
+4144,Kalianpur 1937,6144,Kalianpur 1937,6144,9122,7015,8901,1,0,6422,1155,1,9603,282,726,254,,,,
+4145,Kalianpur 1962,6145,Kalianpur 1962,6145,9122,7044,8901,1,0,6422,1247,1,9603,283,682,231,,,,
+4146,Kalianpur 1975,6146,Kalianpur 1975,6146,9122,7045,8901,1,0,6422,1156,0,9603,295,736,257,,,,
+4147,Hanoi 1972,6147,Hanoi 1972,6147,9122,7024,8901,1,0,6422,1544,0,9603,-17.51,-108.32,-62.39,,,,
+4148,Hartebeesthoek94,6148,Hartebeesthoek94,6148,9122,7030,8901,1,0,6422,1505,0,9603,0,0,0,,,,
+4149,CH1903,6149,CH1903,6149,9122,7004,8901,1,0,6422,1766,1,9603,674.4,15.1,405.3,,,,
+4150,"CH1903+",6150,"CH1903+",6150,9122,7004,8901,1,0,6422,1676,0,9603,674.374,15.056,405.346,,,,
+4151,CHTRF95,6151,Swiss Terrestrial Reference Frame 1995,6151,9122,7019,8901,1,0,6422,1511,0,9603,0,0,0,,,,
+4152,"NAD83(HARN)",6152,"NAD83 (High Accuracy Regional Network)",6152,9122,7019,8901,1,0,6422,1580,1,9603,0,0,0,,,,
+4153,Rassadiran,6153,Rassadiran,6153,9122,7022,8901,1,0,6422,1512,0,9603,-133.63,-157.5,-158.62,,,,
+4154,"ED50(ED77)",6154,"European Datum 1950(1977)",6154,9122,7022,8901,1,0,6422,1141,1,9603,-117,-132,-164,,,,
+4155,Dabola 1981,6155,Dabola 1981,6155,9122,7011,8901,1,0,6422,1518,0,9603,-83,37,124,,,,
+4156,S-JTSK,6156,Jednotne Trigonometricke Site Katastralni,6156,9122,7004,8901,1,0,6422,15965,1,9603,589,76,480,,,,
+4157,Mount Dillon,6157,Mount Dillon,6157,9122,7007,8901,1,0,6422,,0,,,,,,,,
+4158,Naparima 1955,6158,Naparima 1955,6158,9122,7022,8901,1,0,6422,1555,1,9603,-0.465,372.095,171.736,,,,
+4159,ELD79,6159,European Libyan Datum 1979,6159,9122,7022,8901,1,0,6422,15909,1,9603,-115.8543,-99.0583,-152.4616,,,,
+4160,Chos Malal 1914,6160,Chos Malal 1914,6160,9122,7022,8901,1,0,6422,,0,,,,,,,,
+4161,Pampa del Castillo,6161,Pampa del Castillo,6161,9122,7022,8901,1,0,6422,15845,0,9603,27.5,14,186.4,,,,
+4162,Korean 1985,6162,Korean Datum 1985,6162,9122,7004,8901,1,0,6422,,0,,,,,,,,
+4163,Yemen NGN96,6163,Yemen National Geodetic Network 1996,6163,9122,7030,8901,1,0,6422,1540,0,9603,0,0,0,,,,
+4164,South Yemen,6164,South Yemen,6164,9122,7024,8901,1,0,6422,1682,0,9603,-76,-138,67,,,,
+4165,Bissau,6165,Bissau,6165,9122,7022,8901,1,0,6422,1547,0,9603,-173,253,27,,,,
+4166,Korean 1995,6166,Korean Datum 1995,6166,9122,7030,8901,1,0,6422,1558,0,9603,0,0,0,,,,
+4167,NZGD2000,6167,New Zealand Geodetic Datum 2000,6167,9122,7019,8901,1,0,6422,1565,0,9603,0,0,0,,,,
+4168,Accra,6168,Accra,6168,9122,7029,8901,1,0,6422,1569,1,9603,-199,32,322,,,,
+4169,American Samoa 1962,6169,American Samoa 1962,6169,9122,7008,8901,1,0,6422,1577,0,9603,-115,118,426,,,,
+4170,SIRGAS 1995,6170,Sistema de Referencia Geocentrico para America del Sur 1995,6170,9122,7019,8901,1,0,6422,1581,0,9603,0,0,0,,,,
+4171,RGF93,6171,Reseau Geodesique Francais 1993,6171,9122,7019,8901,1,0,6422,1671,0,9603,0,0,0,,,,
+4172,POSGAR,6172,Posiciones Geodesicas Argentinas,6172,9108,7019,8901,1,1,6402,1598,0,9603,0,0,0,,,,
+4173,IRENET95,6173,IRENET95,6173,9122,7019,8901,1,0,6422,1678,0,9603,0,0,0,,,,
+4174,Sierra Leone 1924,6174,Sierra Leone Colony 1924,6174,9122,7029,8901,1,0,6422,,0,,,,,,,,
+4175,Sierra Leone 1968,6175,Sierra Leone 1968,6175,9122,7012,8901,1,0,6422,1614,0,9603,-88,4,101,,,,
+4176,Australian Antarctic,6176,Australian Antarctic Datum 1998,6176,9122,7019,8901,1,0,6422,1890,0,9603,0,0,0,,,,
+4178,"Pulkovo 1942(83)",6178,"Pulkovo 1942(83)",6178,9122,7024,8901,1,0,6422,15998,1,9603,26,-121,-78,,,,
+4179,"Pulkovo 1942(58)",6179,"Pulkovo 1942(58)",6179,9122,7024,8901,1,0,6422,1645,1,9606,33.4,-146.6,-76.3,-0.359,-0.053,0.844,-0.84
+4180,EST97,6180,Estonia 1997,6180,9122,7019,8901,1,0,6422,1649,0,9603,0,0,0,,,,
+4181,Luxembourg 1930,6181,Luxembourg 1930,6181,9122,7022,8901,1,0,6422,1643,0,9606,-193,13.7,-39.3,-0.41,-2.933,2.688,0.43
+4182,Azores Occidental 1939,6182,Azores Occidental Islands 1939,6182,9122,7022,8901,1,0,6422,1887,1,9603,-425,-169,81,,,,
+4183,Azores Central 1948,6183,Azores Central Islands 1948,6183,9122,7022,8901,1,0,6422,1886,0,9603,-104,167,-38,,,,
+4184,Azores Oriental 1940,6184,Azores Oriental Islands 1940,6184,9122,7022,8901,1,0,6422,1885,0,9603,-203,141,53,,,,
+4185,Madeira 1936,6185,Madeira 1936,6185,9108,7022,8901,1,1,6402,,0,,,,,,,,
+4188,OSNI 1952,6188,OSNI 1952,6188,9122,7001,8901,1,0,6422,1955,0,9606,482.5,-130.6,564.6,-1.042,-0.214,-0.631,8.15
+4189,REGVEN,6189,Red Geodesica Venezolana,6189,9122,7019,8901,1,0,6422,1768,0,9603,0,0,0,,,,
+4190,POSGAR 98,6190,Posiciones Geodesicas Argentinas 1998,6190,9122,7019,8901,1,0,6422,1773,1,9603,0,0,0,,,,
+4191,Albanian 1987,6191,Albanian 1987,6191,9122,7024,8901,1,0,6422,,0,,,,,,,,
+4192,Douala 1948,6192,Douala 1948,6192,9122,7022,8901,1,0,6422,15873,0,9603,-206.1,-174.7,-87.7,,,,
+4193,Manoca 1962,6193,Manoca 1962,6193,9122,7011,8901,1,0,6422,1796,0,9603,-70.9,-151.8,-41.4,,,,
+4194,Qornoq 1927,6194,Qornoq 1927,6194,9122,7022,8901,1,0,6422,1798,1,9606,163.511,127.533,-159.789,0,0,0.814,-0.6
+4195,Scoresbysund 1952,6195,Scoresbysund 1952,6195,9122,7022,8901,1,0,6422,1799,0,9606,105,326,-102.5,0,0,0.814,-0.6
+4196,Ammassalik 1958,6196,Ammassalik 1958,6196,9122,7022,8901,1,0,6422,1800,0,9606,-45,417,-3.5,0,0,0.814,-0.6
+4197,Garoua,6197,Garoua,6197,9122,7012,8901,1,0,6422,,0,,,,,,,,
+4198,Kousseri,6198,Kousseri,6198,9122,7012,8901,1,0,6422,,0,,,,,,,,
+4199,Egypt 1930,6199,Egypt 1930,6199,9122,7022,8901,1,0,6422,,0,,,,,,,,
+4200,Pulkovo 1995,6200,Pulkovo 1995,6200,9122,7024,8901,1,0,6422,1281,0,9607,24.82,-131.21,-82.66,0,0,-0.16,-0.12
+4201,Adindan,6201,Adindan,6201,9122,7012,8901,1,0,6422,1100,1,9603,-166,-15,204,,,,
+4202,AGD66,6202,Australian Geodetic Datum 1966,6202,9122,7003,8901,1,0,6422,15980,1,9607,-117.808,-51.536,137.784,-0.303,-0.446,-0.234,-0.29
+4203,AGD84,6203,Australian Geodetic Datum 1984,6203,9122,7003,8901,1,0,6422,1109,1,9603,-134,-48,149,,,,
+4204,Ain el Abd,6204,Ain el Abd 1970,6204,9122,7022,8901,1,0,6422,1111,1,9603,-143,-236,7,,,,
+4205,Afgooye,6205,Afgooye,6205,9122,7024,8901,1,0,6422,1107,0,9603,-43,-163,45,,,,
+4206,Agadez,6206,Agadez,6206,9122,7011,8901,1,0,6422,,0,,,,,,,,
+4207,Lisbon,6207,Lisbon 1937,6207,9122,7022,8901,1,0,6422,1984,1,9603,-304.046,-60.576,103.64,,,,
+4208,Aratu,6208,Aratu,6208,9122,7022,8901,1,0,6422,10093,1,9603,-161,308,-142,,,,
+4209,Arc 1950,6209,Arc 1950,6209,9122,7013,8901,1,0,6422,1113,1,9603,-143,-90,-294,,,,
+4210,Arc 1960,6210,Arc 1960,6210,9122,7012,8901,1,0,6422,1122,1,9603,-160,-6,-302,,,,
+4211,Batavia,6211,Batavia,6211,9122,7004,8901,1,0,6422,1123,1,9603,-377,681,-50,,,,
+4212,Barbados 1938,6212,Barbados 1938,6212,9122,7012,8901,1,0,6422,15793,0,9603,31.95,300.99,419.19,,,,
+4213,Beduaram,6213,Beduaram,6213,9122,7011,8901,1,0,6422,15849,0,9603,-106,-87,188,,,,
+4214,Beijing 1954,6214,Beijing 1954,6214,9122,7024,8901,1,0,6422,15921,1,9603,15.8,-154.4,-82.3,,,,
+4215,Belge 1950,6215,Reseau National Belge 1950,6215,9122,7022,8901,1,0,6422,,0,,,,,,,,
+4216,Bermuda 1957,6216,Bermuda 1957,6216,9122,7008,8901,1,0,6422,1124,1,9603,-73,213,296,,,,
+4218,Bogota 1975,6218,Bogota 1975,6218,9122,7022,8901,1,0,6422,1125,1,9603,307,304,-318,,,,
+4219,Bukit Rimpah,6219,Bukit Rimpah,6219,9122,7004,8901,1,0,6422,1126,0,9603,-384,664,-48,,,,
+4220,Camacupa,6220,Camacupa,6220,9122,7012,8901,1,0,6422,1321,1,9603,-41.8,-342.2,-228.2,,,,
+4221,Campo Inchauspe,6221,Campo Inchauspe,6221,9122,7022,8901,1,0,6422,1127,1,9603,-148,136,90,,,,
+4222,Cape,6222,Cape,6222,9122,7013,8901,1,0,6422,1128,1,9603,-136,-108,-292,,,,
+4223,Carthage,6223,Carthage,6223,9122,7011,8901,1,0,6422,1130,1,9603,-263,6,431,,,,
+4224,Chua,6224,Chua,6224,9122,7022,8901,1,0,6422,1131,1,9603,-134,229,-29,,,,
+4225,Corrego Alegre,6225,Corrego Alegre,6225,9122,7022,8901,1,0,6422,1132,0,9603,-206,172,-6,,,,
+4226,"Cote d'Ivoire",6226,"Cote d'Ivoire",6226,9108,7011,8901,1,1,6402,,0,,,,,,,,
+4227,Deir ez Zor,6227,Deir ez Zor,6227,9122,7011,8901,1,0,6422,15742,1,9603,-190.421,8.532,238.69,,,,
+4228,Douala,6228,Douala,6228,9108,7011,8901,1,1,6402,,0,,,,,,,,
+4229,Egypt 1907,6229,Egypt 1907,6229,9122,7020,8901,1,0,6422,1148,1,9603,-130,110,-13,,,,
+4230,ED50,6230,European Datum 1950,6230,9122,7022,8901,1,0,6422,1133,1,9603,-87,-98,-121,,,,
+4231,ED87,6231,European Datum 1987,6231,9122,7022,8901,1,0,6422,3905,1,9606,-83.11,-97.38,-117.22,0.00569290865241986,-0.0446975835137458,0.0442850539012516,0.1218
+4232,Fahud,6232,Fahud,6232,9122,7012,8901,1,0,6422,1256,1,9603,-346,-1,224,,,,
+4233,Gandajika 1970,6233,Gandajika 1970,6233,9122,7022,8901,1,1,6422,1894,0,9603,-133,-321,50,,,,
+4234,Garoua,6234,Garoua,6234,9108,7011,8901,1,1,6402,,0,,,,,,,,
+4235,Guyane Francaise,6235,Guyane Francaise,6235,9108,7022,8901,1,1,6402,,0,,,,,,,,
+4236,Hu Tzu Shan 1950,6236,Hu Tzu Shan 1950,6236,9122,7022,8901,1,0,6422,1152,0,9603,-637,-549,-203,,,,
+4237,HD72,6237,Hungarian Datum 1972,6237,9122,7036,8901,1,0,6422,1242,1,9603,52.17,-71.82,-14.9,,,,
+4238,ID74,6238,Indonesian Datum 1974,6238,9122,7021,8901,1,0,6422,1248,1,9603,-24,-15,5,,,,
+4239,Indian 1954,6239,Indian 1954,6239,9122,7015,8901,1,0,6422,1153,0,9603,217,823,299,,,,
+4240,Indian 1975,6240,Indian 1975,6240,9122,7015,8901,1,0,6422,1154,1,9603,209,818,290,,,,
+4241,Jamaica 1875,6241,Jamaica 1875,6241,9122,7034,8901,1,0,6422,,0,,,,,,,,
+4242,JAD69,6242,Jamaica 1969,6242,9122,7008,8901,1,0,6422,1084,1,9603,70,207,389.5,,,,
+4243,Kalianpur 1880,6243,Kalianpur 1880,6243,9122,7042,8901,1,0,6422,,0,,,,,,,,
+4244,Kandawala,6244,Kandawala,6244,9122,7015,8901,1,0,6422,1157,0,9603,-97,787,86,,,,
+4245,Kertau 1968,6245,Kertau 1968,6245,9122,7018,8901,1,0,6422,1158,0,9603,-11,851,5,,,,
+4246,KOC,6246,Kuwait Oil Company,6246,9122,7012,8901,1,0,6422,1059,0,9603,-294.7,-200.1,525.5,,,,
+4247,La Canoa,6247,La Canoa,6247,9122,7022,8901,1,0,6422,1516,0,9603,-273.5,110.6,-357.9,,,,
+4248,PSAD56,6248,Provisional South American Datum 1956,6248,9122,7022,8901,1,0,6422,1201,1,9603,-288,175,-376,,,,
+4249,Lake,6249,Lake,6249,9122,7022,8901,1,0,6422,,0,,,,,,,,
+4250,Leigon,6250,Leigon,6250,9122,7012,8901,1,0,6422,1159,0,9603,-130,29,364,,,,
+4251,Liberia 1964,6251,Liberia 1964,6251,9122,7012,8901,1,0,6422,1160,0,9603,-90,40,88,,,,
+4252,Lome,6252,Lome,6252,9122,7011,8901,1,0,6422,,0,,,,,,,,
+4253,Luzon 1911,6253,Luzon 1911,6253,9122,7008,8901,1,0,6422,1161,1,9603,-133,-77,-51,,,,
+4254,Hito XVIII 1963,6254,Hito XVIII 1963,6254,9122,7022,8901,1,0,6422,1892,1,9603,16,196,93,,,,
+4255,Herat North,6255,Herat North,6255,9122,7022,8901,1,0,6422,1246,0,9603,-333,-222,114,,,,
+4256,Mahe 1971,6256,Mahe 1971,6256,9122,7012,8901,1,0,6422,1164,0,9603,41,-220,-134,,,,
+4257,Makassar,6257,Makassar,6257,9122,7004,8901,1,0,6422,1837,0,9603,-587.8,519.75,145.76,,,,
+4258,ETRS89,6258,European Terrestrial Reference System 1989,6258,9122,7019,8901,1,0,6422,1149,1,9603,0,0,0,,,,
+4259,Malongo 1987,6259,Malongo 1987,6259,9122,7022,8901,1,0,6422,15791,1,9603,-259.99,-5.28,-97.09,,,,
+4260,Manoca,6260,Manoca,6260,9108,7012,8901,1,1,6402,1316,0,9603,-70.9,-151.8,-41.4,,,,
+4261,Merchich,6261,Merchich,6261,9122,7011,8901,1,0,6422,1166,0,9603,31,146,47,,,,
+4262,Massawa,6262,Massawa,6262,9122,7004,8901,1,0,6422,1165,0,9603,639,405,60,,,,
+4263,Minna,6263,Minna,6263,9122,7012,8901,1,0,6422,1168,1,9603,-92,-93,122,,,,
+4264,Mhast,6264,Mhast,6264,9122,7022,8901,1,1,6422,1329,0,9603,-252.95,-4.11,-96.38,,,,
+4265,Monte Mario,6265,Monte Mario,6265,9122,7022,8901,1,0,6422,1660,1,9606,-104.1,-49.1,-9.9,0.971,-2.917,0.714,-11.68
+4266,"M'poraloko",6266,"M'poraloko",6266,9122,7011,8901,1,0,6422,1163,1,9603,-74,-130,42,,,,
+4267,NAD27,6267,North American Datum 1927,6267,9122,7008,8901,1,0,6422,1172,1,9603,-10,158,187,,,,
+4268,NAD27 Michigan,6268,NAD Michigan,6268,9122,7009,8901,1,0,6422,,0,,,,,,,,
+4269,NAD83,6269,North American Datum 1983,6269,9122,7019,8901,1,0,6422,1188,1,9603,0,0,0,,,,
+4270,Nahrwan 1967,6270,Nahrwan 1967,6270,9122,7012,8901,1,0,6422,1190,1,9603,-243,-192,477,,,,
+4271,Naparima 1972,6271,Naparima 1972,6271,9122,7022,8901,1,0,6422,1192,1,9603,-10,375,165,,,,
+4272,NZGD49,6272,New Zealand Geodetic Datum 1949,6272,9122,7022,8901,1,0,6422,1564,1,9607,59.47,-5.04,187.44,-0.47,0.1,-1.024,-4.5993
+4273,NGO 1948,6273,NGO 1948,6273,9122,7005,8901,1,0,6422,1654,0,9606,278.3,93,474.5,7.889,0.05,-6.61,6.21
+4274,Datum 73,6274,Datum 73,6274,9122,7022,8901,1,0,6422,1983,1,9603,-223.237,110.193,36.649,,,,
+4275,NTF,6275,Nouvelle Triangulation Francaise,6275,9122,7011,8901,1,0,6422,1193,0,9603,-168,-60,320,,,,
+4276,NSWC 9Z-2,6276,NSWC 9Z-2,6276,9122,7025,8901,1,0,6422,,0,,,,,,,,
+4277,OSGB 1936,6277,OSGB 1936,6277,9122,7001,8901,1,0,6422,1314,1,9606,446.448,-125.157,542.06,0.15,0.247,0.842,-20.489
+4278,OSGB70,6278,"OSGB 1970 (SN)",6278,9122,7001,8901,1,0,6422,,0,,,,,,,,
+4279,"OS(SN)80",6279,"OS (SN) 1980",6279,9122,7001,8901,1,0,6422,,0,,,,,,,,
+4280,Padang,6280,Padang 1884,6280,9122,7004,8901,1,0,6422,,0,,,,,,,,
+4281,Palestine 1923,6281,Palestine 1923,6281,9122,7010,8901,1,0,6422,1074,0,9606,-275.7224,94.7824,340.8944,-8.001,-4.42,-11.821,1
+4282,Pointe Noire,6282,Congo 1960 Pointe Noire,6282,9122,7011,8901,1,0,6422,1200,1,9603,-148,51,-291,,,,
+4283,GDA94,6283,Geocentric Datum of Australia 1994,6283,9122,7019,8901,1,0,6422,1150,0,9603,0,0,0,,,,
+4284,Pulkovo 1942,6284,Pulkovo 1942,6284,9122,7024,8901,1,0,6422,1267,1,9607,23.92,-141.27,-80.9,0,-0.35,-0.82,-0.12
+4285,Qatar 1974,6285,Qatar 1974,6285,9122,7022,8901,1,0,6422,1561,1,9603,-128,-283,22,,,,
+4286,Qatar 1948,6286,Qatar 1948,6286,9122,7020,8901,1,0,6422,,0,,,,,,,,
+4287,Qornoq,6287,Qornoq,6287,9108,7022,8901,1,1,6402,1211,0,9603,164,138,-189,,,,
+4288,Loma Quintana,6288,Loma Quintana,6288,9122,7022,8901,1,0,6422,,0,,,,,,,,
+4289,Amersfoort,6289,Amersfoort,6289,9122,7004,8901,1,0,6422,1672,1,9607,565.04,49.91,465.84,0.409394387439237,-0.359705195614311,1.86849100035057,4.0772
+4291,SAD69,6291,South American Datum 1969,6291,9108,7036,8901,1,1,6402,1212,1,9603,-57,1,-41,,,,
+4292,Sapper Hill 1943,6292,Sapper Hill 1943,6292,9122,7022,8901,1,0,6422,1225,0,9603,-355,21,72,,,,
+4293,Schwarzeck,6293,Schwarzeck,6293,9122,7046,8901,1,0,6422,1226,1,9603,616,97,-251,,,,
+4294,Segora,6294,Segora,6294,9108,7004,8901,1,1,6402,1286,1,9603,-403,684,41,,,,
+4295,Serindung,6295,Serindung,6295,9122,7004,8901,1,0,6422,,0,,,,,,,,
+4296,Sudan,6296,Sudan,6296,9108,7011,8901,1,1,6402,,0,,,,,,,,
+4297,Tananarive,6297,Tananarive 1925,6297,9122,7022,8901,1,0,6422,1227,0,9603,-189,-242,-91,,,,
+4298,Timbalai 1948,6298,Timbalai 1948,6298,9122,7016,8901,1,0,6422,1852,1,9606,-533.4,669.2,-52.5,0,0,4.28,9.4
+4299,TM65,6299,TM65,6299,9122,7002,8901,1,0,6422,1641,1,9606,482.5,-130.6,564.6,-1.042,-0.214,-0.631,8.15
+4300,TM75,6300,Geodetic Datum of 1965,6300,9122,7002,8901,1,0,6422,1954,1,9606,482.5,-130.6,564.6,-1.042,-0.214,-0.631,8.15
+4301,Tokyo,6301,Tokyo,6301,9122,7004,8901,1,0,6422,1231,1,9603,-148,507,685,,,,
+4302,Trinidad 1903,6302,Trinidad 1903,6302,9122,7007,8901,1,0,6422,1296,1,9603,-61.702,284.488,472.052,,,,
+4303,"TC(1948)",6303,Trucial Coast 1948,6303,9122,7020,8901,1,0,6422,,0,,,,,,,,
+4304,Voirol 1875,6304,Voirol 1875,6304,9122,7011,8901,1,0,6422,1294,0,9603,-73,-247,227,,,,
+4306,Bern 1938,6306,Bern 1938,6306,9122,7004,8901,1,0,6422,,0,,,,,,,,
+4307,Nord Sahara 1959,6307,Nord Sahara 1959,6307,9122,7012,8901,1,0,6422,1253,1,9603,-186,-93,310,,,,
+4308,RT38,6308,Stockholm 1938,6308,9122,7004,8901,1,0,6422,,0,,,,,,,,
+4309,Yacare,6309,Yacare,6309,9122,7022,8901,1,0,6422,1234,0,9603,-155,171,37,,,,
+4310,Yoff,6310,Yoff,6310,9122,7011,8901,1,0,6422,,0,,,,,,,,
+4311,Zanderij,6311,Zanderij,6311,9122,7022,8901,1,0,6422,1235,0,9603,-265,120,-358,,,,
+4312,MGI,6312,Militar-Geographische Institut,6312,9122,7004,8901,1,0,6422,1618,1,9606,577.326,90.129,463.919,5.137,1.474,5.297,2.4232
+4313,Belge 1972,6313,Reseau National Belge 1972,6313,9122,7022,8901,1,0,6422,15749,1,9607,-106.8686,52.2978,-103.7239,-0.3366,0.457,-1.8422,1.2747
+4314,DHDN,6314,Deutsches Hauptdreiecksnetz,6314,9122,7004,8901,1,0,6422,1673,1,9607,582,105,414,-1.04,-0.35,3.08,8.3
+4315,Conakry 1905,6315,Conakry 1905,6315,9122,7011,8901,1,0,6422,1517,0,9603,-23,259,-9,,,,
+4316,Dealul Piscului 1930,6316,Dealul Piscului 1930,6316,9122,7022,8901,1,0,6422,1995,1,9603,103.25,-100.4,-307.19,,,,
+4317,Dealul Piscului 1970,6317,Dealul Piscului 1970,6317,9122,7024,8901,1,1,6422,1097,1,9603,28,-121,-77,,,,
+4318,NGN,6318,National Geodetic Network,6318,9122,7030,8901,1,0,6422,1060,0,9603,-3.2,-5.7,2.8,,,,
+4319,KUDAMS,6319,Kuwait Utility,6319,9122,7019,8901,1,0,6422,1061,1,9603,-20.8,11.3,2.4,,,,
+4322,WGS 72,6322,World Geodetic System 1972,6322,9122,7043,8901,1,0,6422,1237,1,9606,0,0,4.5,0,0,0.554,0.2263
+4324,WGS 72BE,6324,WGS 72 Transit Broadcast Ephemeris,6324,9122,7043,8901,1,0,6422,1240,0,9606,0,0,1.9,0,0,0.814,-0.38
+4326,WGS 84,6326,World Geodetic System 1984,6326,9122,7030,8901,1,0,6422,,0,,,,,,,,
+4463,RGSPM06,1038,Reseau Geodesique de Saint Pierre et Miquelon 2006,1038,9122,7019,8901,1,0,6422,4477,0,9603,0,0,0,,,,
+4470,RGM04,1036,Reseau Geodesique de Mayotte 2004,1036,9122,7019,8901,1,0,6422,4476,0,9603,0,0,0,,,,
+4475,Cadastre 1997,1037,Cadastre 1997,1037,9122,7022,8901,1,0,6422,4290,0,9603,-381.788,-57.501,-256.673,,,,
+4483,Mexican Datum of 1993,1042,Mexican Datum of 1993,1042,9122,7019,8901,1,0,6422,4832,0,9603,0,0,0,,,,
+4490,China Geodetic Coordinate System 2000,1043,China 2000,1043,9122,1024,8901,1,0,6422,,0,,,,,,,,
+4555,New Beijing,1045,New Beijing,1045,9122,7024,8901,1,0,6422,,0,,,,,,,,
+4558,RRAF 1991,1047,Reseau de Reference des Antilles Francaises 1991,1047,9122,7019,8901,1,0,6422,4560,0,9603,0,0,0,,,,
+4600,Anguilla 1957,6600,Anguilla 1957,6600,9122,7012,8901,1,0,6422,,0,,,,,,,,
+4601,Antigua 1943,6601,Antigua 1943,6601,9122,7012,8901,1,0,6422,1441,1,9603,-255,-15,71,,,,
+4602,Dominica 1945,6602,Dominica 1945,6602,9122,7012,8901,1,0,6422,1442,0,9603,725,685,536,,,,
+4603,Grenada 1953,6603,Grenada 1953,6603,9122,7012,8901,1,0,6422,1443,0,9603,72,213.7,93,,,,
+4604,Montserrat 1958,6604,Montserrat 1958,6604,9122,7012,8901,1,0,6422,1444,0,9603,174,359,365,,,,
+4605,St. Kitts 1955,6605,St. Kitts 1955,6605,9122,7012,8901,1,0,6422,1445,1,9603,9,183,236,,,,
+4606,St. Lucia 1955,6606,St. Lucia 1955,6606,9122,7012,8901,1,0,6422,1446,0,9603,-149,128,296,,,,
+4607,St. Vincent 1945,6607,St. Vincent 1945,6607,9122,7012,8901,1,0,6422,1959,0,9603,195.671,332.517,274.607,,,,
+4608,"NAD27(76)",6608,"North American Datum 1927 (1976)",6608,9122,7008,8901,1,0,6422,,0,,,,,,,,
+4609,"NAD27(CGQ77)",6609,"North American Datum 1927 (CGQ77)",6609,9122,7008,8901,1,0,6422,,0,,,,,,,,
+4610,Xian 1980,6610,Xian 1980,6610,9122,7049,8901,1,0,6422,,0,,,,,,,,
+4611,Hong Kong 1980,6611,Hong Kong 1980,6611,9122,7022,8901,1,0,6422,1825,0,9606,-162.619,-276.959,-161.764,0.067753,-2.243649,-1.158827,-1.094246
+4612,JGD2000,6612,Japanese Geodetic Datum 2000,6612,9122,7019,8901,1,0,6422,1826,0,9603,0,0,0,,,,
+4613,Segara,6613,Gunung Segara,6613,9122,7004,8901,1,0,6422,1897,1,9603,-403,684,41,,,,
+4614,QND95,6614,Qatar National Datum 1995,6614,9122,7022,8901,1,0,6422,1840,0,9606,-119.4248,-303.65872,-11.00061,1.164298,0.174458,1.096259,3.657065
+4615,Porto Santo,6615,Porto Santo 1936,6615,9122,7022,8901,1,0,6422,1888,0,9603,-499,-249,314,,,,
+4616,Selvagem Grande,6616,Selvagem Grande,6616,9122,7022,8901,1,0,6422,1965,1,9603,-289,-124,60,,,,
+4617,"NAD83(CSRS)",6140,NAD83 Canadian Spatial Reference System,6140,9122,7019,8901,1,0,6422,1842,1,9603,0,0,0,,,,
+4618,SAD69,6618,South American Datum 1969,6618,9122,7050,8901,1,0,6422,1864,1,9603,-57,1,-41,,,,
+4619,SWEREF99,6619,SWEREF99,6619,9122,7019,8901,1,0,6422,1879,0,9603,0,0,0,,,,
+4620,Point 58,6620,Point 58,6620,9122,7012,8901,1,0,6422,1880,0,9603,-106,-129,165,,,,
+4621,Fort Marigot,6621,Fort Marigot,6621,9122,7022,8901,1,0,6422,1903,0,9603,137,248,-430,,,,
+4622,Guadeloupe 1948,6622,Guadeloupe 1948,6622,9122,7022,8901,1,0,6422,1904,1,9603,-467,-16,-300,,,,
+4623,CSG67,6623,Centre Spatial Guyanais 1967,6623,9122,7022,8901,1,0,6422,1906,0,9603,-186,230,110,,,,
+4624,RGFG95,6624,Reseau Geodesique Francais Guyane 1995,6624,9122,7019,8901,1,0,6422,1907,0,9603,2,2,-2,,,,
+4625,Martinique 1938,6625,Martinique 1938,6625,9122,7022,8901,1,0,6422,1909,1,9603,186,482,151,,,,
+4626,Reunion 1947,6626,Reunion 1947,6626,9122,7022,8901,1,0,6422,15751,1,9603,94,-948,-1262,,,,
+4627,RGR92,6627,Reseau Geodesique de la Reunion 1992,6627,9122,7019,8901,1,0,6422,1912,0,9603,0,0,0,,,,
+4628,Tahiti 52,6628,Tahiti 52,6628,9122,7022,8901,1,0,6422,1924,0,9603,162,117,154,,,,
+4629,Tahaa 54,6629,Tahaa 54,6629,9122,7022,8901,1,0,6422,15770,1,9607,72.438,345.918,79.486,-1.6045,-0.8823,-0.5565,1.3746
+4630,IGN72 Nuku Hiva,6630,IGN72 Nuku Hiva,6630,9122,7022,8901,1,0,6422,1914,1,9603,84,274,65,,,,
+4631,K0 1949,6631,K0 1949,6631,9122,7022,8901,1,1,6422,1915,0,9603,145,-187,103,,,,
+4632,Combani 1950,6632,Combani 1950,6632,9122,7022,8901,1,0,6422,1916,0,9603,-382,-59,-262,,,,
+4633,IGN56 Lifou,6633,IGN56 Lifou,6633,9122,7022,8901,1,0,6422,1917,1,9603,336,223,-231,,,,
+4634,IGN72 Grand Terre,6634,IGN72 Grande Terre,6634,9108,7022,8901,1,1,6402,1918,1,9603,-13,-348,292,,,,
+4635,ST87 Ouvea,6635,ST87 Ouvea,6635,9122,7022,8901,1,1,6422,1919,0,9606,-122.383,-188.696,103.344,3.5107,-4.9668,-5.7047,4.4798
+4636,Petrels 1972,6636,Petrels 1972,6636,9122,7022,8901,1,0,6422,1921,0,9603,365,194,166,,,,
+4637,Perroud 1950,6637,Pointe Geologie Perroud 1950,6637,9122,7022,8901,1,0,6422,1922,0,9603,325,154,172,,,,
+4638,Saint Pierre et Miquelon 1950,6638,Saint Pierre et Miquelon 1950,6638,9122,7008,8901,1,0,6422,1923,0,9603,30,430,368,,,,
+4639,MOP78,6639,MOP78,6639,9122,7022,8901,1,0,6422,15847,1,9603,253,-132,-127,,,,
+4640,RRAF 1991,6640,Reseau de Reference des Antilles Francaises 1991,6640,9122,7030,8901,1,1,6422,1934,0,9603,0,0,0,,,,
+4641,IGN53 Mare,6641,IGN53 Mare,6641,9122,7022,8901,1,0,6422,1928,1,9606,-408.809,366.856,-412.987,1.8842,-0.5308,2.1655,-121.0993
+4642,ST84 Ile des Pins,6642,ST84 Ile des Pins,6642,9122,7022,8901,1,0,6422,15848,1,9603,-13,-348,292,,,,
+4643,ST71 Belep,6643,ST71 Belep,6643,9122,7022,8901,1,0,6422,1931,0,9606,-480.26,-438.32,-643.429,16.3119,20.1721,-4.0349,-111.7002
+4644,NEA74 Noumea,6644,NEA74 Noumea,6644,9122,7022,8901,1,0,6422,15904,1,9603,-10.18,-350.43,291.37,,,,
+4645,RGNC 1991,6645,Reseau Geodesique Nouvelle Caledonie 1991,6645,9122,7022,8901,1,1,6422,1920,0,9603,0,0,0,,,,
+4646,Grand Comoros,6646,Grand Comoros,6646,9122,7022,8901,1,0,6422,,0,,,,,,,,
+4657,Reykjavik 1900,6657,Reykjavik 1900,6657,9122,7051,8901,1,0,6422,1994,0,9603,-28,199,5,,,,
+4658,Hjorsey 1955,6658,Hjorsey 1955,6658,9122,7022,8901,1,0,6422,1951,0,9603,-73,46,-86,,,,
+4659,ISN93,6659,Islands Network 1993,6659,9122,7019,8901,1,0,6422,1952,0,9603,0,0,0,,,,
+4660,Helle 1954,6660,Helle 1954,6660,9122,7022,8901,1,0,6422,1957,0,9606,982.6087,552.753,-540.873,6.68162662527694,-31.6114924086422,-19.8481610048168,16.805
+4661,LKS92,6661,Latvia 1992,6661,9122,7019,8901,1,0,6422,1958,0,9603,0,0,0,,,,
+4662,IGN72 Grande Terre,6634,IGN72 Grande Terre,6634,9122,7022,8901,1,0,6422,1962,1,9603,-13,-348,292,,,,
+4663,Porto Santo 1995,6663,Porto Santo 1995,6663,9122,7022,8901,1,0,6422,1966,1,9603,-502.862,-247.438,312.724,,,,
+4664,Azores Oriental 1995,6664,Azores Oriental Islands 1995,6664,9122,7022,8901,1,0,6422,1970,1,9603,-204.619,140.176,55.226,,,,
+4665,Azores Central 1995,6665,Azores Central Islands 1995,6665,9122,7022,8901,1,0,6422,1980,1,9603,-106.226,166.366,-37.893,,,,
+4666,Lisbon 1890,6666,Lisbon 1890,6666,9122,7004,8901,1,0,6422,1986,1,9603,508.088,-191.042,565.223,,,,
+4667,IKBD-92,6667,Iraq-Kuwait Boundary Datum 1992,6667,9122,7030,8901,1,0,6422,1993,0,9603,0,0,0,,,,
+4668,ED79,6668,European Datum 1979,6668,9122,7022,8901,1,0,6422,15752,0,9603,-86,-98,-119,,,,
+4669,LKS94,6126,"Lithuania 1994 (ETRS89)",6126,9122,7019,8901,1,0,6422,1283,0,9603,0,0,0,,,,
+4670,IGM95,6670,Istituto Geografico Militaire 1995,6670,9122,7030,8901,1,0,6422,1099,0,9603,0,0,0,,,,
+4671,Voirol 1879,6671,Voirol 1879,6671,9122,7011,8901,1,0,6422,,0,,,,,,,,
+4672,Chatham Islands 1971,6672,Chatham Islands Datum 1971,6672,9122,7022,8901,1,0,6422,1080,0,9603,175,-38,113,,,,
+4673,Chatham Islands 1979,6673,Chatham Islands Datum 1979,6673,9122,7022,8901,1,0,6422,1081,0,9607,174.05,-25.49,112.57,0,0,-0.554,0.2263
+4674,SIRGAS 2000,6674,Sistema de Referencia Geocentrico para America del Sur 2000,6674,9122,7019,8901,1,0,6422,15894,0,9603,0,0,0,,,,
+4675,Guam 1963,6675,Guam 1963,6675,9122,7008,8901,1,0,6422,1070,0,9603,-100,-248,259,,,,
+4676,Vientiane 1982,6676,Vientiane 1982,6676,9122,7024,8901,1,0,6422,,0,,,,,,,,
+4677,Lao 1993,6677,Lao 1993,6677,9122,7024,8901,1,0,6422,,0,,,,,,,,
+4678,Lao 1997,6678,Lao National Datum 1997,6678,9122,7024,8901,1,0,6422,1065,0,9603,44.585,-131.212,-39.544,,,,
+4679,Jouik 1961,6679,Jouik 1961,6679,9122,7012,8901,1,0,6422,15870,0,9603,-80.01,253.26,291.19,,,,
+4680,Nouakchott 1965,6680,Nouakchott 1965,6680,9122,7012,8901,1,0,6422,15709,0,9603,124.5,-63.5,-281,,,,
+4681,Mauritania 1999,6681,Mauritania 1999,6681,9122,7012,8901,1,1,6422,,0,,,,,,,,
+4682,Gulshan 303,6682,Gulshan 303,6682,9122,7015,8901,1,0,6422,15779,1,9603,283.7,735.9,261.1,,,,
+4683,PRS92,6683,Philippine Reference System 1992,6683,9122,7008,8901,1,0,6422,15708,0,9607,-127.62,-67.24,-47.04,3.068,-4.903,-1.578,-1.06
+4684,Gan 1970,6684,Gan 1970,6684,9122,7022,8901,1,0,6422,15713,0,9603,-133,-321,50,,,,
+4685,Gandajika,6685,Gandajika,6685,9122,7022,8901,1,1,6422,,0,,,,,,,,
+4686,MAGNA-SIRGAS,6686,Marco Geocentrico Nacional de Referencia,6686,9122,7019,8901,1,0,6422,15738,0,9603,0,0,0,,,,
+4687,RGPF,6687,Reseau Geodesique de la Polynesie Francaise,6687,9122,7019,8901,1,0,6422,15832,1,9607,0.072,-0.507,-0.245,0.0183,-0.0003,0.007,-0.0093
+4688,Fatu Iva 72,6688,Fatu Iva 72,6688,9122,7022,8901,1,0,6422,15772,0,9607,347.103,1078.125,2623.922,33.8875,-70.6773,9.3943,186.074
+4689,IGN63 Hiva Oa,6689,IGN63 Hiva Oa,6689,9122,7022,8901,1,0,6422,15773,1,9607,410.721,55.049,80.746,-2.5779,-2.3514,-0.6664,17.3311
+4690,Tahiti 79,6690,Tahiti 79,6690,9122,7022,8901,1,0,6422,,0,,,,,,,,
+4691,Moorea 87,6691,Moorea 87,6691,9122,7022,8901,1,0,6422,15769,0,9607,215.525,149.593,176.229,3.2624,1.692,1.1571,10.4773
+4692,Maupiti 83,6692,Maupiti 83,6692,9122,7022,8901,1,0,6422,15771,0,9603,217.037,86.959,23.956,,,,
+4693,Nakhl-e Ghanem,6693,Nakhl-e Ghanem,6693,9122,7030,8901,1,0,6422,15746,0,9603,0,-0.15,0.68,,,,
+4694,POSGAR 94,6694,Posiciones Geodesicas Argentinas 1994,6694,9122,7030,8901,1,0,6422,1210,0,9603,0,0,0,,,,
+4695,Katanga 1955,6695,Katanga 1955,6695,9122,7008,8901,1,0,6422,4066,0,9603,-103.746,-9.614,-255.95,,,,
+4696,Kasai 1953,6696,Kasai 1953,6696,9122,7012,8901,1,0,6422,,0,,,,,,,,
+4697,IGC 1962 6th Parallel South,6697,IGC 1962 Arc of the 6th Parallel South,6697,9122,7012,8901,1,0,6422,,0,,,,,,,,
+4698,IGN 1962 Kerguelen,6698,IGN 1962 Kerguelen,6698,9122,7022,8901,1,0,6422,15850,0,9603,145,-187,103,,,,
+4699,Le Pouce 1934,6699,Le Pouce 1934,6699,9122,7012,8901,1,0,6422,15784,0,9603,-770.1,158.4,-498.2,,,,
+4700,IGN Astro 1960,6700,IGN Astro 1960,6700,9122,7012,8901,1,0,6422,,0,,,,,,,,
+4701,IGCB 1955,6701,Institut Geographique du Congo Belge 1955,6701,9122,7012,8901,1,0,6422,15787,0,9603,-79.9,-158,-168.9,,,,
+4702,Mauritania 1999,6702,Mauritania 1999,6702,9122,7019,8901,1,0,6422,15860,0,9603,0,0,0,,,,
+4703,Mhast 1951,6703,Missao Hidrografico Angola y Sao Tome 1951,6703,9122,7012,8901,1,0,6422,,0,,,,,,,,
+4704,"Mhast (onshore)",6704,"Mhast (onshore)",6704,9122,7022,8901,1,0,6422,,0,,,,,,,,
+4705,"Mhast (offshore)",6705,"Mhast (offshore)",6705,9122,7022,8901,1,0,6422,,0,,,,,,,,
+4706,Egypt Gulf of Suez S-650 TL,6706,Egypt Gulf of Suez S-650 TL,6706,9122,7020,8901,1,0,6422,15846,0,9603,-146.21,112.63,4.05,,,,
+4707,Tern Island 1961,6707,Tern Island 1961,6707,9122,7022,8901,1,0,6422,15795,0,9603,114,-116,-333,,,,
+4708,Cocos Islands 1965,6708,Cocos Islands 1965,6708,9122,7003,8901,1,0,6422,15794,0,9603,-491,-22,435,,,,
+4709,Iwo Jima 1945,6709,Iwo Jima 1945,6709,9122,7022,8901,1,0,6422,15796,0,9603,145,75,-272,,,,
+4710,St. Helena 1971,6710,St. Helena 1971,6710,9122,7022,8901,1,0,6422,15798,0,9603,-320,550,-494,,,,
+4711,Marcus Island 1952,6711,Marcus Island 1952,6711,9122,7022,8901,1,0,6422,15799,0,9603,124,-234,-25,,,,
+4712,Ascension Island 1958,6712,Ascension Island 1958,6712,9122,7022,8901,1,0,6422,15797,0,9603,-205,107,53,,,,
+4713,Ayabelle Lighthouse,6713,Ayabelle Lighthouse,6713,9122,7012,8901,1,0,6422,15800,0,9603,-79,-129,145,,,,
+4714,Bellevue,6714,Bellevue,6714,9122,7022,8901,1,0,6422,15801,0,9603,-127,-769,472,,,,
+4715,Camp Area Astro,6715,Camp Area Astro,6715,9122,7022,8901,1,0,6422,15802,0,9603,-104,-129,239,,,,
+4716,Phoenix Islands 1966,6716,Phoenix Islands 1966,6716,9122,7022,8901,1,0,6422,15803,0,9603,298,-304,-375,,,,
+4717,Cape Canaveral,6717,Cape Canaveral,6717,9122,7008,8901,1,0,6422,15804,0,9603,-2,151,181,,,,
+4718,Solomon 1968,6718,Solomon 1968,6718,9122,7022,8901,1,0,6422,15807,1,9603,252,-209,-751,,,,
+4719,Easter Island 1967,6719,Easter Island 1967,6719,9122,7022,8901,1,0,6422,15806,0,9603,211,147,111,,,,
+4720,Fiji 1986,6720,Fiji Geodetic Datum 1986,6720,9122,7043,8901,1,0,6422,15876,1,9606,0,0,4.5,0,0,0.554,0.2263
+4721,Fiji 1956,6721,Fiji 1956,6721,9122,7022,8901,1,0,6422,15875,0,9603,265.025,384.929,-194.046,,,,
+4722,South Georgia 1968,6722,South Georgia 1968,6722,9122,7022,8901,1,0,6422,15813,0,9603,-794,119,-298,,,,
+4723,Grand Cayman 1959,6723,Grand Cayman 1959,6723,9122,7008,8901,1,0,6422,15830,0,9603,67.8,106.1,138.8,,,,
+4724,Diego Garcia 1969,6724,Diego Garcia 1969,6724,9122,7022,8901,1,0,6422,15808,0,9603,208,-435,-229,,,,
+4725,Johnston Island 1961,6725,Johnston Island 1961,6725,9122,7022,8901,1,0,6422,15809,0,9603,189,-79,-202,,,,
+4726,Little Cayman 1961,6726,Little Cayman 1961,6726,9122,7008,8901,1,0,6422,15814,1,9603,42,124,147,,,,
+4727,Midway 1961,6727,Midway 1961,6727,9122,7022,8901,1,0,6422,15817,1,9603,912,-58,1227,,,,
+4728,Pico de las Nieves 1984,6728,Pico de las Nieves 1984,6728,9122,7022,8901,1,0,6422,15815,0,9603,-307,-92,127,,,,
+4729,Pitcairn 1967,6729,Pitcairn 1967,6729,9122,7022,8901,1,0,6422,15819,0,9603,185,165,42,,,,
+4730,Santo 1965,6730,Santo 1965,6730,9122,7022,8901,1,0,6422,15820,0,9603,170,42,84,,,,
+4731,Viti Levu 1916,6731,Viti Levu 1916,6731,9122,7012,8901,1,1,6422,15821,0,9603,51,391,-36,,,,
+4732,Marshall Islands 1960,6732,Marshall Islands 1960,6732,9122,7053,8901,1,0,6422,15822,0,9603,102,52,-38,,,,
+4733,Wake Island 1952,6733,Wake Island 1952,6733,9122,7022,8901,1,0,6422,15823,0,9603,276,-57,149,,,,
+4734,Tristan 1968,6734,Tristan 1968,6734,9122,7022,8901,1,0,6422,15816,0,9603,-632,438,-609,,,,
+4735,Kusaie 1951,6735,Kusaie 1951,6735,9122,7022,8901,1,0,6422,15810,0,9603,647,1777,-1124,,,,
+4736,Deception Island,6736,Deception Island,6736,9122,7012,8901,1,0,6422,15812,0,9603,260,12,-147,,,,
+4737,Korea 2000,6737,Geocentric datum of Korea,6737,9122,7019,8901,1,0,6422,15831,0,9603,0,0,0,,,,
+4738,Hong Kong 1963,6738,Hong Kong 1963,6738,9122,7007,8901,1,0,6422,,0,,,,,,,,
+4739,"Hong Kong 1963(67)",6739,"Hong Kong 1963(67)",6739,9122,7022,8901,1,0,6422,15842,0,9603,-156,-271,-189,,,,
+4740,PZ-90,6740,Parametrop Zemp 1990,6740,9122,7054,8901,1,0,6422,15843,1,9607,0,0,1.5,0,0,-0.076,0
+4741,FD54,6741,Faroe Datum 1954,6741,9122,7022,8901,1,0,6422,,0,,,,,,,,
+4742,GDM2000,6742,Geodetic Datum of Malaysia 2000,6742,9122,7019,8901,1,0,6422,,0,,,,,,,,
+4743,Karbala 1979,6743,Karbala 1979,6743,9122,7012,8901,1,0,6422,15872,0,9603,84.1,-320.1,218.7,,,,
+4744,Nahrwan 1934,6744,Nahrwan 1934,6744,9122,7012,8901,1,0,6422,,0,,,,,,,,
+4745,"RD/83",6745,"Rauenberg Datum/83",6745,9122,7004,8901,1,0,6422,,0,,,,,,,,
+4746,"PD/83",6746,"Potsdam Datum/83",6746,9122,7004,8901,1,0,6422,,0,,,,,,,,
+4747,GR96,6747,Greenland 1996,6747,9122,7019,8901,1,0,6422,15879,0,9603,0,0,0,,,,
+4748,Vanua Levu 1915,6748,Vanua Levu 1915,6748,9122,7055,8901,1,0,6422,15878,0,9603,51,391,-36,,,,
+4749,RGNC91-93,6749,Reseau Geodesique de Nouvelle Caledonie 91-93,6749,9122,7019,8901,1,0,6422,15880,0,9603,0,0,0,,,,
+4750,ST87 Ouvea,6750,ST87 Ouvea,6750,9122,7030,8901,1,0,6422,15881,0,9603,-56.263,16.136,-22.856,,,,
+4751,"Kertau (RSO)",6751,"Kertau (RSO)",6751,9122,7056,8901,1,0,6422,,0,,,,,,,,
+4752,Viti Levu 1912,6752,Viti Levu 1912,6752,9122,7055,8901,1,0,6422,15897,0,9603,51,391,-36,,,,
+4753,fk89,6753,fk89,6753,9122,7022,8901,1,0,6422,,0,,,,,,,,
+4754,LGD2006,6754,Libyan Geodetic Datum 2006,6754,9122,7022,8901,1,0,6422,15908,0,9603,-208.4058,-109.8777,-2.5764,,,,
+4755,DGN95,6755,Datum Geodesi Nasional 1995,6755,9122,7030,8901,1,0,6422,15912,0,9603,0,0,0,,,,
+4756,VN-2000,6756,Vietnam 2000,6756,9122,7030,8901,1,0,6422,,0,,,,,,,,
+4757,SVY21,6757,SVY21,6757,9122,7030,8901,1,0,6422,,0,,,,,,,,
+4758,JAD2001,6758,Jamaica 2001,6758,9122,7030,8901,1,0,6422,15925,0,9603,0,0,0,,,,
+4759,"NAD83(NSRS2007)",6759,"NAD83 (National Spatial Reference System 2007)",6759,9122,7019,8901,1,0,6422,15931,0,9603,0,0,0,,,,
+4760,WGS 66,6760,World Geodetic System 1966,6760,9122,7025,8901,1,0,6422,,0,,,,,,,,
+4761,HTRS96,6761,Croatian Terrestrial Reference System,6761,9122,7019,8901,1,0,6422,15967,0,9603,0,0,0,,,,
+4762,BDA2000,6762,Bermuda 2000,6762,9122,7030,8901,1,0,6422,15971,0,9603,0,0,0,,,,
+4763,Pitcairn 2006,6763,Pitcairn 2006,6763,9122,7030,8901,1,0,6422,15972,0,9603,0,0,0,,,,
+4764,RSRGD2000,6764,Ross Sea Region Geodetic Datum 2000,6764,9122,7019,8901,1,0,6422,15974,0,9603,0,0,0,,,,
+4765,Slovenia 1996,6765,Slovenia Geodetic Datum 1996,6765,9122,7019,8901,1,0,6422,15976,0,9603,0,0,0,,,,
+4801,"Bern 1898 (Bern)",6801,"CH1903 (Bern)",6149,9122,7004,8907,1,0,6422,1766,1,9603,674.4,15.1,405.3,,,,
+4802,"Bogota 1975 (Bogota)",6802,"Bogota 1975 (Bogota)",6218,9122,7022,8904,1,0,6422,1125,1,9603,307,304,-318,,,,
+4803,"Lisbon (Lisbon)",6803,"Lisbon 1937 (Lisbon)",6207,9122,7022,8902,1,0,6422,1984,1,9603,-304.046,-60.576,103.64,,,,
+4804,"Makassar (Jakarta)",6804,"Makassar (Jakarta)",6257,9122,7004,8908,1,0,6422,1837,0,9603,-587.8,519.75,145.76,,,,
+4805,"MGI (Ferro)",6805,"Militar-Geographische Institut (Ferro)",1031,9122,7004,8909,1,0,6422,3962,1,9603,682,-203,480,,,,
+4806,"Monte Mario (Rome)",6806,"Monte Mario (Rome)",6265,9122,7022,8906,1,0,6422,1660,1,9606,-104.1,-49.1,-9.9,0.971,-2.917,0.714,-11.68
+4807,"NTF (Paris)",6807,"Nouvelle Triangulation Francaise (Paris)",6275,9105,7011,8903,1,0,6403,1193,0,9603,-168,-60,320,,,,
+4808,"Padang (Jakarta)",6808,"Padang 1884 (Jakarta)",6280,9122,7004,8908,1,0,6422,,0,,,,,,,,
+4809,"Belge 1950 (Brussels)",6809,"Reseau National Belge 1950 (Brussels)",6215,9122,7022,8910,1,0,6422,,0,,,,,,,,
+4810,"Tananarive (Paris)",6810,"Tananarive 1925 (Paris)",6297,9105,7022,8903,1,0,6403,1227,0,9603,-189,-242,-91,,,,
+4811,"Voirol 1875 (Paris)",6811,"Voirol 1875 (Paris)",6304,9105,7011,8903,1,0,6403,1294,0,9603,-73,-247,227,,,,
+4813,"Batavia (Jakarta)",6813,"Batavia (Jakarta)",6211,9122,7004,8908,1,0,6422,1123,1,9603,-377,681,-50,,,,
+4814,"RT38 (Stockholm)",6814,"Stockholm 1938 (Stockholm)",6308,9122,7004,8911,1,0,6422,,0,,,,,,,,
+4815,"Greek (Athens)",6815,"Greek (Athens)",6120,9122,7004,8912,1,0,6422,,0,,,,,,,,
+4816,"Carthage (Paris)",6816,"Carthage (Paris)",6223,9105,7011,8903,1,0,6403,1130,1,9603,-263,6,431,,,,
+4817,"NGO 1948 (Oslo)",6817,"NGO 1948 (Oslo)",6273,9122,7005,8913,1,0,6422,1654,0,9606,278.3,93,474.5,7.889,0.05,-6.61,6.21
+4818,"S-JTSK (Ferro)",6818,"S-JTSK (Ferro)",6156,9122,7004,8909,1,0,6422,15965,1,9603,589,76,480,,,,
+4819,"Nord Sahara 1959 (Paris)",6819,"Nord Sahara 1959 (Paris)",6307,9105,7012,8903,1,1,6403,1253,1,9603,-186,-93,310,,,,
+4820,"Segara (Jakarta)",6820,"Gunung Segara (Jakarta)",6613,9122,7004,8908,1,0,6422,1897,1,9603,-403,684,41,,,,
+4821,"Voirol 1879 (Paris)",6821,"Voirol 1879 (Paris)",6821,9105,7011,8903,1,0,6403,,0,,,,,,,,
+4823,Sao Tome,1044,Sao Tome,1044,9122,7022,8901,1,0,6422,,0,,,,,,,,
+4824,Principe,1046,Principe,1046,9122,7022,8901,1,0,6422,,0,,,,,,,,
+4901,"ATF (Paris)",6901,"Ancienne Triangulation Francaise (Paris)",6901,9105,7027,8914,1,0,6403,,0,,,,,,,,
+4902,"NDG (Paris)",6902,"Nord de Guerre (Paris)",6902,9105,7027,8903,1,1,6403,,0,,,,,,,,
+4903,"Madrid 1870 (Madrid)",6903,"Madrid 1870 (Madrid)",6903,9122,7028,8905,1,0,6422,,0,,,,,,,,
+4904,"Lisbon 1890 (Lisbon)",6904,"Lisbon 1890 (Lisbon)",6666,9122,7004,8902,1,0,6422,1986,1,9603,508.088,-191.042,565.223,,,,

Modified: grass/branches/releasebranch_6_4/lib/proj/gcs.override.csv
===================================================================
--- grass/branches/releasebranch_6_4/lib/proj/gcs.override.csv	2010-03-01 06:43:36 UTC (rev 41247)
+++ grass/branches/releasebranch_6_4/lib/proj/gcs.override.csv	2010-03-01 07:57:43 UTC (rev 41248)
@@ -1,42 +1,7 @@
-"COORD_REF_SYS_CODE","COORD_REF_SYS_NAME","DATUM_CODE","DATUM_NAME","GREENWICH_DATUM","UOM_CODE","ELLIPSOID_CODE","PRIME_MERIDIAN_CODE","SHOW_CRS","DEPRECATED","COORD_SYS_CODE","COORD_OP_METHOD_CODE","DX","DY","DZ","RX","RY","RZ","DS"
+"COORD_REF_SYS_CODE","COORD_REF_SYS_NAME","DATUM_CODE","DATUM_NAME","GREENWICH_DATUM","UOM_CODE","ELLIPSOID_CODE","PRIME_MERIDIAN_CODE","SHOW_CRS","DEPRECATED","COORD_SYS_CODE","COORD_OP_CODE","COORD_OP_CODE_MULTI","COORD_OP_METHOD_CODE","DX","DY","DZ","RX","RY","RZ","DS"
 #
 # NOTICE: The master version of this file is in the libgeotiff subversion at:
 #
 # https://svn.osgeo.org/metacrs/geotiff/trunk/libgeotiff/csv/gcs.override.csv
 #
 # Do *not* change other copies without upstreaming the results to libgeotiff.
-#
-#
-#
-# See http://bugzilla.remotesensing.org/show_bug.cgi?id=339
-# Or http://www.linz.govt.nz/rcs/linz/pub/web/root/core/SurveySystem/GeodeticInfo/geodeticdatums/index.jsp
-#
-4272,NZGD49,6272,New Zealand Geodetic Datum 1949,6272,9122,7022,8901,1,0,6422,9606,59.47,-5.04,187.44,0.47,-0.1,1.024,-4.5993
-#
-#
-# Use the seven-parameter transformation from the BEV (1618) for MGI (bug 870)
-#
-4312,MGI,6312,Militar-Geographische Institut,6312,9108,7004,8901,1,0,6422,9606,577.326,90.129,463.919,5.137,1.474,5.297,2.4232
-#
-# Bart van den Eijnden and Jan Hartmann suggest this datum shift value:
-#
-#4289,Amersfoort,6289,Amersfoort,6289,9122,7004,8901,1,0,9606,565.2369,50.0087,465.658,-0.406857330322398,0.350732676542563,-1.8703473836068,4.0812
-#
-# Per http://bugzilla.remotesensing.org/show_bug.cgi?id=1305
-# 
-4218,Bogota 1975,6218,Bogota 1975,6218,9122,7022,8901,1,0,6422,9603,307,304,-318,,,,
-#
-# Per http://bugzilla.remotesensing.org/show_bug.cgi?id=957
-#
-4149,CH1903,6149,CH1903,6149,9122,7004,8901,1,0,6422,9603,674.374,15.056,405.346,,,,
-#
-# From Jan: http://bugzilla.remotesensing.org/show_bug.cgi?id=1336
-#
-4313,Belge 1972,6313,Reseau National Belge 1972,6313,9122,7022,8901,1,0,6422,9606,106.868628,-52.297783,103.723893,-0.336570,0.456955,-1.842183,1.0000012747
-#
-# Seven-parameter transformation for Pulkovo 1942
-# as defined by the GOST P 51794-2001.
-# See http://trac.osgeo.org/gdal/ticket/3176 for details.
-#
-4284,Pulkovo 1942,6284,Pulkovo 1942,6284,9122,7024,8901,1,0,6422,9607,23.9,-141.3,-80.9,0,-0.37,-0.85,-0.12
-

Modified: grass/branches/releasebranch_6_4/lib/proj/gdal_datum.csv
===================================================================
--- grass/branches/releasebranch_6_4/lib/proj/gdal_datum.csv	2010-03-01 06:43:36 UTC (rev 41247)
+++ grass/branches/releasebranch_6_4/lib/proj/gdal_datum.csv	2010-03-01 07:57:43 UTC (rev 41248)
@@ -1,571 +1,593 @@
 "DATUM_CODE","DATUM_NAME","DATUM_TYPE","ORIGIN_DESCRIPTION","REALIZATION_EPOCH","ELLIPSOID_CODE","PRIME_MERIDIAN_CODE","AREA_OF_USE_CODE","DATUM_SCOPE","REMARKS","INFORMATION_SOURCE","DATA_SOURCE","REVISION_DATE","CHANGE_ID","DEPRECATED","ESRI_DATUM_NAME"
-1024,Hungarian Datum 1909,geodetic,"Fundamental point not given in information source, but presumably Szolohegy which is origin of later HD72.",1909,7004,8901,1119,Topographic mapping.,"Replaced earlier HD1863 adjustment also on Bessel ellipsoid. Both HD1863 and HD1909 were originally on Ferro Prime Meridian but subsequently converted to Greenwich. Replaced by HD72 (datum code 6237).","Timár, Molnár and Márta in Geodezia es Kartografia 55(3) pp16-21. www.fomi.hu/internet/magyar/szaklap/geodkart.htm",OGP,2008-08-02,,0,
-1025,Taiwan Datum 1967,geodetic,"Fundamental point: Hu Tzu Shan. Latitude: 23°58'32.34""N, longitude: 120°58'25.975""E (of Greenwich).",1967,7050,8901,3315,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Adopted in 1980. TWD67 uses the GRS 1967 ellipsoid but with 1/f to exactly 2 decimal places.","National Land Surveying and Mapping Center (NLSC), http://www.nlsc.gov.tw",OGP,2008-08-11,,0,
-1026,Taiwan Datum 1997,geodetic,ITRF94 at epoch 1997.0,1997,7019,8901,1228,"Geodetic survey, GIS, topographic mapping, engineering survey.",Adopted in 1998.,"National Land Surveying and Mapping Center (NLSC), http://www.nlsc.gov.tw",OGP,2008-08-11,,0,
-1027,EGM2008 geoid,vertical,WGS 84 ellipsoid.,2008,,,1262,Geodesy.,,"http://earth-info.nga.mil/GandG/wgs84/gravitymod/egm2008/egm08_wgs84.html",OGP,2009-01-30,2008.097,0,
-1028,Fao 1979,vertical,"Average sea level at Fao during two-year period in mid/late 1970s.",1979,,,3625,"Topographic mapping, geodetic survey.","Replaces Fao (datum code 5149) in Iraq.","Survey Division, Ministry of Water Resources (MoWR).",OGP,2009-03-01,2009.003,0,
-1029,Iraqi Geospatial Reference System,geodetic,ITRF2000 at epoch 1997.0,2000,7019,8901,1124,Geodetic survey.,,"Survey Division, Ministry of Water Resources (MoWR).",OGP,2009-02-03,2009.003,0,
-1031,MGI 1901,geodetic,"Fundamental point: Hermannskogel. Latitude: 48°16'15.29""N, longitude: 16°17'55.04""E (of Greenwich).",1901,7004,8901,2370,Geodetic survey.,"The longitude of the datum origin equates to the Albrecht 1902 value for the Ferro meridian of 17°39'46.02"" west of Greenwich. Densified in 1948.","The Ferro prime meridian, Gabor Timar (2007), Geodezia es Kartografia vol 59 issue 12 pages 3-7.",OGP,2009-05-10,2009.015,0,
-1032,MOLDREF99,geodetic,Densification of ETRS89.,1999,7019,8901,1162,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"State Agency for Land Relations & Cadastre.",OGP,2009-05-11,2009.026,0,"D_International_1967"
-1033,Reseau Geodesique de la RDC 2005,geodetic,ITRF2000 at epoch 2005.4.,2005,7019,8901,3613,Geodetic survey.,,"""Revision du Tiers Meridional du Reseau Geodesique de la RDC"", COPIREP Reclus project report, 2005.",OGP,2009-04-16,2009.011,0,
-1034,Serbian Reference Network 1998,geodetic,"Densification of ETRS89 in Serbia at epoch 1998.7 based on coordinates of 6 stations in Serbia of Yugoslav Reference Frame (YUREF) 1998 campaign.",1998,7019,8901,3534,Geodesy.,Observed 1998-2003.,"Delcev et al, FIG Working Week May 2009; http://www.gig.net/pub",OGP,2009-05-11,2009.015,0,
-1035,Red Geodesica de Canarias 1995,geodetic,ITRF93 at epoch 1994.9 at VLBI station Maspalomas on Grand Canary.,1995,7019,8901,3199,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Pico de las Nieves 1984 (PN84).","IGN Madrid. http://www.fomento.es.",OGP,2009-05-15,2009.033,0,
-5100,Mean Sea Level,vertical,,,,,1262,Hydrography.,"msl has geographic and temporal components.  Users are advised to not use this generic vertical datum but to define specific instances of msl based on knowledge of these components; for instance ""msl at xxx during 19yy"".",,OGP,1996-04-12,,0,"D_Mean_Sea_Level"
-5101,Ordnance Datum Newlyn,vertical,Mean Sea Level at Newlyn between 1915 and 1921.,,,,2792,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2004-06-16,2004.100,0,"D_Ordnance_Datum_Newlyn"
-5102,National Geodetic Vertical Datum 1929,vertical,26 tide gauges in the US and Canada.,1929,,,1323,"Topographic mapping, geodetic survey.",Normal orthometric heights.,,OGP,1996-09-12,,0,
-5103,North American Vertical Datum 1988,vertical,"Father's Point, Rimouski, Quebec.",1988,,,1325,"Topographic mapping, geodetic survey.",Helmert orthometric heights.,,OGP,2006-01-16,2005.880,0,
-5104,Yellow Sea 1956,vertical,2 years tide readings at Qingdao.,1956,,,3228,"Topographic mapping, geodetic survey.",Replaced by Yellow Sea 1985 datum.,,OGP,2002-06-22,2002.160,0,
-5105,Baltic Sea,vertical,"Datum: average water level at Kronstadt 1833. Network adjusted in 1977.",1977,,,1284,"Topographic mapping, geodetic survey.",Uses Normal heights.,,OGP,2005-05-27,2004.100 2005.180,0,
-5106,Caspian Sea,vertical,Defined as -28.0m Baltic datum,,,,1291,Hydrography.,,,OGP,1996-09-12,,0,
-5107,Nivellement general de la France,vertical,Mean sea level at Marseille,,,,1326,"Topographic mapping, geodetic survey.",The CNIG states that NGF is a general term applying to all vertical network readjustments of France and recommends more specific terminology. See codes 5118-5120.,"Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994.",OGP,1996-09-12,,1,
-5109,Normaal Amsterdams Peil,vertical,Mean high tide at Amsterdams Peil in 1684.,,,,1275,"Topographic mapping, geodetic survey, hydrography.",Orthometric heights.,"Nederlandse Commissie voor Geodesie publication 30; 1993",OGP,2006-01-16,2004.100 2005.880,0,
-5110,Oostende,vertical,Mean low water during 1958,1958,,,1347,"Topographic mapping, geodetic survey.",,"Nederlandse Commissie voor Geodesie publication 30; 1993",OGP,2006-01-16,2005.880,0,
-5111,Australian Height Datum,vertical,MSL 1966-68 at 30 gauges around coast.,1968,,,1281,"Topographic mapping, geodetic survey.",,Australian Land Information Group  www.auslig.gov.au,OGP,2005-09-06,2005.460,0,
-5112,"Australian Height Datum (Tasmania)",vertical,MSL 1972 at Hobart and Burnie.,1972,,,1282,"Topographic mapping, geodetic survey.",,,OGP,1996-09-12,,0,
-5113,Sea Level,vertical,,,,,1262,Hydrography.,An unspecified local vertical datum not recommended for use.,,OGP,1996-09-12,,0,
-5114,Canadian Geodetic Vertical Datum of 1928,vertical,Based on the mean sea level determined from several tidal gauges located in strategic areas of the country,1928,,,1289,"Topographic mapping, geodetic survey.",,"Geodetic Survey Division, Natural Resources Canada. http://maps.nrcan.gc.ca/asdb/asdb_datum.html and http://www.geod.nrcan.gc.ca/index_e/help_e/acron_e.html",OGP,2004-11-26,2004.723,0,
-5115,Piraeus Harbour 1986,vertical,MSL determined during 1986.,1986,,,3254,"Topographic mapping, geodetic survey.",,"Geodesy Department; Public Pertoleum Corporation of Greece",OGP,1997-06-16,,0,
-5116,Helsinki 1960,vertical,MSL at Helsinki during 1960.,1960,,,3333,"Topographic mapping, geodetic survey.",,"National Land Survey of Finland;¶http://www.maanmittauslaitos.fi",OGP,1997-07-22,,0,
-5117,Rikets hojdsystem 1970,vertical,"Adjustment is referenced to mean high tide at Amsterdams Peil in 1684. To account for land level movements caused by isostatic rebound, heights are reduced to epoch 1970.0 using uplift values computed from repeated levelling observations.",1970,,,3313,"Topographic mapping, geodetic survey.",Realised through the second precise levelling network of 1951-1967. Uses Normal heights. Replaces RH00. Replaced in 2005 by RH2000.,National Land Survey of Sweden,OGP,2008-03-14,2002.480 2004.100 2008.013,0,
-5118,Nivellement General de la France - Lallemand,vertical,"Rivet number M.ac O-VIII on the Marseille tide gauge site, with the height fixed in 1897 at 1.661 metre above mean sea level between February 2nd 1885 and January 1st 1897.",,,,1326,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,"Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994.",OGP,1997-11-13,2001.470 2004.060,0,
-5119,Nivellement General de la France - IGN69,vertical,"Rivet number M.ac O-VIII on the Marseille tide gauge site, with the height fixed in 1897 at 1.661 metre above mean sea level between February 2nd 1885 and January 1st 1897.",1969,,,1326,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights.,"Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994.",OGP,1997-11-13,2001.470,0,
-5120,IGN78 Corsica,vertical,Marker MM3 situated on the tide gauge site of Ajaccio. Height is 3.640 metre above mean sea level.,1978,,,1327,"Geodetic survey, topographic mapping, engineering survey.","Uses Normal heights. Replaces NGC (datum code 5189).","Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994.",OGP,2004-10-14,2001.470 2004.060 2004.564,0,
-5121,Maputo,vertical,Mean sea level at Maputo.,,,,3281,Topographic mapping.,,"Direcção Nacional de Geografia e Cadastral (DINAGECA).",OGP,1998-04-16,,0,
-5122,Japanese Standard Levelling Datum 1949,vertical,24.4140 metres above mean sea level Tokyo Bay.,1949,,,3263,"Topographic mapping, geodetic survey.",,"Ministry of Construction; Japan.  http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html",OGP,2004-05-09,2002.080 2004.380,0,
-5123,PDO Height Datum 1993,vertical,,1993,,,3288,Oil industry mapping.,"Misclosure between Muscat and Salalah less than .5 meters with differences from of up to 5 meters from old Fahud Datum.  The PHD93 adjustment was initially known as the Spine.  Replaces Fahud Vertical Datum (code 5124) from 1993.",Petroleum Development Oman,OGP,1999-04-22,,0,
-5124,Fahud Height Datum,vertical,Single MSL determination at Mina Al Fahal.,,,,3288,Oil industry mapping.,"Based on reciprocal trigonometric heighting. Replaced by PHD93 Datum (code 5123) in 1993.",Petroleum Development Oman,OGP,2004-04-07,2004.212,0,
-5125,Ha Tien 1960,vertical,,1960,,,1302,"Topographic mapping, geodetic survey.",In Vietnam replaced by Hon Dau in 1992.,,OGP,1999-10-20,,0,
-5126,Hon Dau 1992,vertical,,1992,,,3328,"Topographic mapping, geodetic survey.",Replaces Ha Tien in Vietnam.,,OGP,1999-10-20,,0,
-5127,Landesnivellement 1902,vertical,"Origin at Repere Pierre du Niton (RPN) defined as 373.6 metres above msl. This value derived from msl at Marseille in 1897 through the French Lallemand network.",1902,,,1286,"Topographic mapping, cadastral survey.","Levelling observations not corrected for gravity field. For scientific purposes, replaced by LHHN95.","Bundesamt für Landestopographie",OGP,2004-06-16,2004.100,0,
-5128,Landeshohennetz 1995,vertical,"Origin at Repere Pierre du Niton (RPN) defined as 373.6 metres above msl. This value derived from msl at Marseille in 1897 through the French Lallemand network.",1995,,,1286,Geodetic survey and scientific studies.,"Orthometric heights. For scientific purposes only, replaces LN02.","Bundesamt für Landestopographie",OGP,2004-06-16,2004.100,0,
-5129,European Vertical Reference Frame 2000,vertical,"Height at Normaal Amsterdams Peil (NAP) is zero, defined through height at UELN bench mark 13600 (52°22'53""N 4°54'34""E) of 0.71599m. Datum at NAP is mean high tide in 1684.",2000,,,1299,Geodesy.,"Realised by geopotential numbers and Normal heights of the United European Levelling Network. Replaced by EVRF2007 (datum code 5215).","European veritical data centre at Bundesamt für Kartographie und Geodäsie (BKG), Leipzig branch. http://crs.bkg.bund.de/evrs/",OGP,2008-06-24,2008.045 2008.101,0,
-5130,Malin Head,vertical,Mean sea level between January 1960 and December 1969.,1970,,,1305,Topographic mapping,Orthometric heights.,Ordnance Survey of Ireland,OGP,2001-11-06,,0,
-5131,Belfast Lough,vertical,"Mean sea level between 1951 and 1956 at Clarendon Dock, Belfast.",1957,,,2530,"Large scale (1:1,250, 1:2,500 and 1:10,000) topographic mapping.","Orthometric heights. Malin Head (datum code 5130) used for 1:50,000 and smaller mapping.",Ordnance Survey of Northern Ireland,OGP,2002-09-19,2002.620,0,
-5132,Dansk Normal Nul,vertical,Mean Sea Level at 10 gauges.,,,,3237,Topographic mapping and engineering survey,Orthometric heights.,"Kort & Matrikelstyrelsen",OGP,2001-11-06,,0,
-5133,AIOC 1995,vertical,Average level of Caspian Sea at the Oil Rocks tide gauge June-September 1995.,1995,,,2592,Oil industry mapping.,AIOC 1995 datum is 1.7m above Caspian datum and 26.3m below Baltic datum.,BP,OGP,2002-02-12,,0,
-5134,Black Sea,vertical,,,,,1102,Hydrographic surveying and since break-up of Former Soviet Union also topographic mapping.,Black Sea datum is 0.4m below Baltic datum.,BP,OGP,2002-02-12,,0,
-5135,Hong Kong Principal Datum,vertical,"1.23m below the mean of 19 years (1965-83) observations of tide levels at North Point, Victoria Harbour.",1980,,,3334,"Geodetic survey, engineering survey, cadastre.",,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",OGP,2002-06-22,,0,
-5136,Hong Kong Chart Datum,vertical,"Approximates to Lowest Astronomic Tide level (LAT).",,,,3335,Hydrographic survey and charting.,"Chart datum is 0.15 metres below Hong Kong Principal Datum (code 5135) and 1.38m below MSL at Quarry Bay.","Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",OGP,2009-05-21,2009.022,0,
-5137,Yellow Sea 1985,vertical,20 years tide readings at Qingdao.,1985,,,3228,"Topographic mapping, geodetic survey.",Replaces Yellow Sea 1956 datum.,Guangdong Province Land Resource Information Centre,OGP,2002-06-22,,0,
-5138,"Ordnance Datum Newlyn (Orkney Isles)",vertical,Connected to Newlyn datum by triangulation from the British mainland.,,,,2793,"Topographic mapping, geodetic survey.",Considered as separate from Newlyn because the accuracy of the trigonometric connection across the Pentland Firth does not meet geodetic levelling specifications. Orthometric heights.,Ordnance Survey of Great Britain,OGP,2004-06-16,2004.100,0,
-5139,Fair Isle,vertical,,,,,2794,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2002-09-19,,0,
-5140,Lerwick,vertical,,,,,2795,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2002-09-19,,0,
-5141,Foula,vertical,,,,,2796,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2002-09-19,,0,
-5142,Sule Skerry,vertical,,,,,2797,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2002-09-19,,0,
-5143,North Rona,vertical,,,,,2798,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2002-09-19,,0,
-5144,Stornoway,vertical,,,,,2799,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2002-09-19,,0,
-5145,St Kilda,vertical,,,,,2800,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2002-09-19,,0,
-5146,Flannan Isles,vertical,,,,,2801,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2006-01-16,2005.880,0,
-5147,St Marys,vertical,,,,,2802,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2002-09-19,,0,
-5148,Douglas,vertical,,,,,2803,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2002-09-19,,0,
-5149,Fao,vertical,,,,,3390,"Topographic mapping, geodetic survey.","Established by Hunting Surveys for IPC. In Iran replaced by Bandar Abbas (code 5150). At time of record creation NIOC data in Ahwaz area still usually referenced to Fao. In Iraq replaced by Fao 1979 (code 1028).","National Iranian Oil Company (NIOC).",OGP,2009-05-21,2009.003,0,
-5150,Bandar Abbas,vertical,Average sea level at Bandar Abbass 1995-2001.,2001,,,3336,"Topographic mapping, geodetic survey.","Replaces Fao (code 5149).",National Cartographic Centre of Iran,OGP,2002-09-19,,0,
-5151,Nivellement General de Nouvelle Caledonie,vertical,"Rivet AB01 established by SHOM (Service Hydrographique de la Marine)  in 1937 on the Quai des Volontaires in Noumea. Height i: 1.885 metre above mean sea level.",1969,,,2822,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,Service Topographique de la Nouvelle Caledonie.,OGP,2004-03-15,2004.060,0,
-5152,Poolbeg,vertical,"Low water mark of the spring tide on the 8 April 1837 at Poolbeg Lighthouse, Dublin.",1837,,,1305,Topographic mapping before 1956 in Northern Ireland and 1970 in the Republic of Ireland.,"Replaced by Belfast Lough and Malin Head (datum codes 5130-31).","""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,2003-06-27,,0,
-5153,Nivellement General Guyanais 1977,vertical,"Mean sea level 1936 at Cayenne. Origin = marker BM35 on stone on St Francois battery, Cayenne, with defined elevation of 1.64m above msl. NGG1977 height 0.00m is 1.96m above sounding datum defined at Cayenne in 1936 by SHM.",1977,,,3146,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,IGN Paris,OGP,2008-09-17,2008.087,0,
-5154,Martinique 1987,vertical,"Mean sea level 1939 at Fort de France. Origin = marker Nbc2 on rebuilt quay wall with defined elevation of 1.38m above msl. Martinique 1987 height 0.00m is 0.56m above SHOM sounding datum.",1987,,,3276,"Geodetic survey, topographic mapping, engineering survey.","Orthometric heights. Replaces Martinique 1955 (datum code 5192).",IGN Paris,OGP,2008-09-19,2004.561 2008.087,0,
-5155,Guadeloupe 1988,vertical,"Mean sea level July 1947 to June 1948 at Pointe-Fouillole (Pointe-à-Pitre harbour). Origin = marker GO-7 (formerly AO'-5) with defined height of 2.67m above msl adopted from 1951 value. Guadeloupe 1988 height 0.00m is 0.46m above 1984 sounding datum.",1988,,,2892,"Geodetic survey, topographic mapping, engineering survey.","Orthometric heights. Replaces Guadeloupe 1951 (datum code 5193).",IGN Paris,OGP,2008-09-17,2004.561 2008.087,0,
-5156,Reunion 1989,vertical,"Mean sea level during part of November 1949 at port of Saint-Pierre. Origin = marker AB-100 with defined elevation of 13.808m above msl.",1989,,,3337,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights. Replaces Reunion IGN58. Value of marker AB-100 retains height from 1958 adjustment.,IGN Paris,OGP,2008-09-17,2004.561 2008.087,0,
-5157,Auckland 1946,vertical,MSL at Auckland harbour 1909-1923.,1946,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008-04-04,2008.023,0,
-5158,Bluff 1955,vertical,MSL at Invercargill harbour over 8 years between 1918 and 1934.,1955,,,1501,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008-04-04,2008.023,0,
-5159,Dunedin 1958,vertical,MSL at Dunedin harbour 1918-1937.,1958,,,1501,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008-04-04,2008.023,0,
-5160,Gisborne 1926,vertical,MSL at Gisborne harbour 1926.,1926,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008-04-04,2008.023,0,
-5161,Lyttelton 1937,vertical,MSL at Lyttelton harbour over 9 years between 1918 and 1933.,1937,,,1501,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008-04-04,2008.023,0,
-5162,Moturiki 1953,vertical,MSL at Moturiki Island February 1949 to December 1952.,1953,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008-04-04,2008.023,0,
-5163,Napier 1962,vertical,MSL at Napier harbour. Period of derivation unknown.,1962,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008-04-04,2008.023,0,
-5164,Nelson 1955,vertical,MSL at Nelson harbour 1939-1942.,1955,,,1501,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008-04-04,2008.023,0,
-5165,One Tree Point 1964,vertical,MSL at Whangarei harbour 1960-1963.,1964,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008-04-04,2008.023,0,
-5166,Tararu 1952,vertical,MSL at Tararu Point 1922-1923.,1952,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008-04-04,2008.023,0,
-5167,Taranaki 1970,vertical,MSL at Taranaki harbour 1918-1921.,1970,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008-04-04,2008.023,0,
-5168,Wellington 1953,vertical,MSL at Wellington harbour 1909-1946.,1953,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008-04-04,2008.023,0,
-5169,"Waitangi (Chatham Island) 1959",vertical,MSL at Waitangi harbour collected in 1959.,1959,,,2889,"Geodetic survey, topographic mapping, engineering survey.",,"Interim Report GEO/T1/19/51 for LINZ by John Hannah, ""An Assessment of New Zealand's Height Systems and Options for a Future Height System"", January 2001.",OGP,2008-04-04,2008.023,0,
-5170,Stewart Island 1977,vertical,MSL at 3-5 high and low tides at two different locations.,1977,,,3338,"Geodetic survey, topographic mapping, engineering survey.",,"Interim Report GEO/T1/19/51 for LINZ by John Hannah, ""An Assessment of New Zealand's Height Systems and Options for a Future Height System"", January 2001.",OGP,2008-04-04,2008.023,0,
-5171,EGM96 geoid,vertical,WGS 84 ellipsoid.,1996,,,1262,Geodesy.,,"NASA http://cddis.gsfc.nasa.gov/926/egm96/egm96.html",OGP,2004-04-27,,0,
-5172,Nivellement General du Luxembourg,vertical,"Reference point Wemperhardt defined as 528.030m above Normaal Amsterdams Peil (NAP). Datum at NAP is mean high tide in 1684. Network adjusted in 1995.",1995,,,1146,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,"Administration du Cadastre et de la Topographie. http://www.etat.lu/ACT",OGP,2004-03-09,,0,
-5173,Antalya,vertical,Mean sea Level at Antalya 1936-71.,,,,3322,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004-11-26,2004.722,0,
-5174,Norway Normal Nul 1954,vertical,MSL defined by regression at 7 gauges with between 17 and 67 years observations.,1974,,,1352,"Geodetic survey, topographic mapping, engineering survey.",Includes initial NN1954 system and NNN1957 system. Former name retained. Normal-orthometric heights.,Statoil,OGP,2004-03-09,,0,
-5175,Durres,vertical,Mean Sea Level at Durres.,,,,3212,"Geodetic survey, topographic mapping, engineering survey.",Normal-orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004-03-09,,0,
-5176,Gebrauchshohen ADRIA,vertical,Reference point Hutbiegl defined relative to mean sea level at Trieste in 1875.,,,,1037,"Geodetic survey, topographic mapping, engineering survey.",Normal-orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004-03-09,,0,
-5177,National Vertical Network 1999,vertical,Reference point Ruse defined relative to mean sea level at Trieste in 1875.,1999,,,3307,"Geodetic survey, topographic mapping, engineering survey.",Normal-orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004-03-09,,0,
-5178,Cascais,vertical,Mean Sea Level at Cascais 1938.,1938,,,1294,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004-03-09,,0,
-5179,Constanta,vertical,Mean Sea Level at Constanta.,,,,3295,"Geodetic survey, topographic mapping, engineering survey.",Normal-orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/evrs/Relations.html",OGP,2004-03-09,,0,
-5180,Alicante,vertical,Mean Sea Level at Alicante between 1870 and 1882.,,,,2366,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004-03-09,,0,
-5181,Deutches Haupthohennetz 1992,vertical,"Network adjusted in 1992. Geopotential number at reference point Wallenhorst defined as value from the UELN-73/86 adjustment. Datum at Normaal Amsterdams Peil (NAP) is mean high tide in 1684.",1992,,,3339,"Geodetic survey, topographic mapping, engineering survey.",Replaces DHHN85 in West Germany and SNN76 in East Germany. Uses Normal heights.,"Bundesamt für Kartographie und Geodäsie (BKG), http://crs.bkg.bund.de/crs-eu/",OGP,2004-03-09,,0,
-5182,Deutches Haupthohennetz 1985,vertical,"Network adjusted in 1985. Height of reference point Wallenhorst defined as value from 1928 adjustment. Datum at Normaal Amsterdams Peil (NAP) is mean high tide in 1684.",1985,,,2326,"Geodetic survey, topographic mapping, engineering survey.",Replaced by DHHN92. Uses Normal-orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004-03-09,,0,
-5183,SNN76,vertical,Network adjusted in 1976. Height at reference point Hoppegarten defined as 1957 value from the UPLN adjustment. Datum at Kronstadt is mean sea level of Baltic in 1833.,1976,,,1343,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights. Replaced by DHHN92.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004-03-09,,0,
-5184,Baltic 1982,vertical,Network adjusted in 1982. Height at reference point Varna defined as 1958 value from the UPLN adjustment. Datum at Kronstadt is mean sea level of Baltic in 1833.,1982,,,3224,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004-03-09,,0,
-5185,Baltic 1980,vertical,,,,,1119,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004-03-09,,0,
-5186,Kuwait PWD,vertical,"Mean Low Low Water (MLLW) at Kuwait City.",,,,3267,Municipality and military purposes.,Approximately 1.03m below MSL.,Kuwait Oil Company.,OGP,2004-06-16,,0,
-5187,KOC Well Datum,vertical,,1937,,,3267,KOC exploration and field development subsurface work.,Approximately 3.22m above MSL.,Kuwait Oil Company.,OGP,2004-06-16,,0,
-5188,KOC Construction Datum,vertical,,1952,,,3267,KOC survey control and facilities engineering.,Approximately 1.52m below MSL. Created for the construction of the Mina al Ahmadi refinery.,Kuwait Oil Company.,OGP,2004-06-16,,0,
-5189,Nivellement General de la Corse 1948,vertical,Mean sea level at Ajaccio between 1912 and 1937.,1948,,,1327,"Geodetic survey, topographic mapping, engineering survey.","Replaced by IGN78 Corsica (datum 5120).",IGN Paris,OGP,2004-10-14,,0,
-5190,Danger 1950,vertical,Marker near tide gauge at port of Saint Pierre. Height is 1.26 metres above zero of tide gauge.,1950,,,3299,"Geodetic survey, topographic mapping, engineering survey.",,IGN Paris,OGP,2004-10-14,,0,
-5191,Mayotte 1950,vertical,Marker on Issoufali jetty at Dzaoudzi. Height is 2.18m above zero of tide gauge.,1950,,,3340,"Geodetic survey, topographic mapping, engineering survey.",,IGN Paris,OGP,2004-10-14,,0,
-5192,Martinique 1955,vertical,Mean sea level at Fort de France 1939. Marker DO-4-II on quay wall with elevation of 1.38m above msl.,1955,,,3276,"Geodetic survey, topographic mapping, engineering survey.","Orthometric heights. Replaced by Martinique 1987 (datum code 5154).",IGN Paris,OGP,2008-09-17,2008.087,0,
-5193,Guadeloupe 1951,vertical,"Mean sea level July 1947 to June 1948 at Pointe-Fouillole (Pointe-à-Pitre harbour). Origin = marker AO'-12 with height of 1.917m above msl.",1955,,,2892,"Geodetic survey, topographic mapping, engineering survey.","Orthometric heights. Replaced by Guadeloupe 1988 (datum code 5155). Guadeloupe 1951 height 0.00m is 0.629m above 1947-48 sounding datum.",IGN Paris,OGP,2008-09-17,2008.087,0,
-5194,Lagos 1955,vertical,"Mean sea level at Lagos, 1912-1928.",1955,,,3287,"Geodetic survey, topographic mapping, engineering survey.",,"Ebong et al, AVN International, 1991.",OGP,2004-10-14,,0,
-5195,Nivellement General de Polynesie Francaise,vertical,,,,,3134,"Geodetic survey, topographic mapping, engineering survey.",The collection of heterogeneous levelling networks throughout the Society Islands of French Polynesia.,"Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,2005-08-12,,0,
-5196,IGN 1966,vertical,"Fundamental benchmark: RN501",1966,,,3124,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,2005-08-12,,0,
-5197,Moorea SAU 1981,vertical,"Fundamental benchmark: RN225",1981,,,3125,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,2005-08-12,,0,
-5198,Raiatea SAU 2001,vertical,"Fundamental benchmark: RN1",2001,,,3136,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,2005-08-12,,0,
-5199,Maupiti SAU 2001,vertical,"Fundamental benchmark: RN11",2001,,,3126,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,2005-08-12,,0,
-5200,Huahine SAU 2001,vertical,"Fundamental benchmark: SHOM B3",2001,,,3135,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,2005-08-12,,0,
-5201,Tahaa SAU 2001,vertical,"Fundamental benchmark: RN16",2001,,,3138,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,2005-08-12,,0,
-5202,Bora Bora SAU 2001,vertical,"Fundamental benchmark: Vaitape quay SHOM benchmark B.",2001,,,3137,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,2005-08-12,,0,
-5203,EGM84 geoid,vertical,WGS 84 ellipsoid.,1984,,,1262,Geodesy.,,"US National Geospatial-Intelligence Agency (NGA); http://earth-info.nga.mil/GandG/",OGP,2005-09-30,,0,
-5204,International Great Lakes Datum 1955,vertical,"Pointe-au-Père (Father's Point), Quebec",1955,,,3468,Hydrology.,Dynamic heights. Adopted in 1962. Replaced by IGLD 1985 in January 1992.,Coordinating Committee on Great Lakes Basic Hydraulic and Hydrologic Data,OGP,2006-11-11,,0,
-5205,International Great Lakes Datum 1985,vertical,"Rimouski, Quebec.",1985,,,3468,Hydrology.,Dynamic heights. Replaces IGLD 1955 from January 1992.,Coordinating Committee on Great Lakes Basic Hydraulic and Hydrologic Data,OGP,2006-11-11,,0,
-5206,Dansk Vertikal Reference 1990,vertical,"Benchmark at Århus cathedral referenced to mean sea level determined during 1990 at 10 tide gauges: Esbjerg, Fredericia, Frederikshavn, Gedser, Hirtshals, Hornbæk, Korsør, København, Slipshavn and Århus.",,,,3237,Topographic mapping and engineering survey,Normal Orthometric heights.,"Kort & Matrikelstyrelsen",OGP,2006-12-01,,0,
-5207,Croatian Vertical Reference System 1971,vertical,"Mean sea level at five tide gauges in Dubrovnik, Split, Bakar, Rovinj and Kopar at epoch 1971.5",1971,,,3234,Geodesy.,,State Geodetic Administration of the Republic of Croatia.,OGP,2008-06-09,2008.043,0,
-5208,Rikets hojdsystem 2000,vertical,"Adjustment is referenced to mean high tide at Amsterdams Peil in 1684. To account for land level movements caused by isostatic rebound, heights are reduced to epoch 2000.0 using values computed from the RH 2000 LU (=NKG2005LU) uplift model.",2000,,,3313,"Topographic mapping, geodetic survey.","Realised through the third precise levelling network of 1979-2003. Adopted in 2005, replacing RH70. Uses Normal heights.",National Land Survey of Sweden,OGP,2008-03-14,,0,
-5209,Rikets hojdsystem 1900,vertical,"Adjustment is referenced to mean sea level at Slussen, Stockholm.",1900,,,3313,"Topographic mapping, engineering survey.",Realised through the first precise levelling network of 1886-1905. Replaced by RH70.,National Land Survey of Sweden,OGP,2008-03-14,,0,
-5210,IGN 1988 LS,vertical,"Mean sea level 1984 at Terre de Haut. Origin = marker O de -5 with defined height of 1.441m above msl. IGN 1988 LS height 0.00m is 0.46m above 1987 sounding datum; this approximately corresponds with msl at Pointe-à-Pitre (see datum code 5155, CRS 5757).",1988,,,2895,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,IGN Paris,OGP,2008-09-17,,0,
-5211,IGN 1988 MG,vertical,"Mean sea level 1987 at Grand-Bourg. Origin = marker M0-I with defined height of 0.832m above msl. IGN 1988 MG height 0.00m is 0.46m above 1987 sounding datum; this approximately corresponds with msl at Pointe-à-Pitre (see datum code 5155, CRS code 5757).",1988,,,2894,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,IGN Paris,OGP,2008-09-17,,0,
-5212,IGN 1992 LD,vertical,"Mean sea level at Pointe-à-Pitre. Origin = marker A with defined height of 0.792m above msl. IGN 1992 LD height 0.00m is 0.629m above sounding datum at Pointe-à-Pitre.",1992,,,2893,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,IGN Paris,OGP,2008-09-17,,0,
-5213,IGN 1988 SB,vertical,"Mean sea level 1988 at port of Gustavia. Origin = marker A.ef-2 with defined height of 0.621m above msl. IGN 1988 SB height 0.00m deduced to be 0.201m above mean sea level at Pointe-à-Pitre.",1988,,,2891,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,IGN Paris,OGP,2008-09-17,,0,
-5214,IGN 1988 SM,vertical,"Mean sea level 1949-1950 deduced at Fort Marigot. Origin = marker AS-13 with defined height of 6.990m above msl. IGN 1988 SM height 0.00m deduced to be 0.41m above sounding datum.",1988,,,2890,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,IGN Paris,OGP,2008-09-17,,0,
-5215,European Vertical Reference Frame 2007,vertical,"13 stations (to be completed)",2007,,,3594,Geodesy.,"Realised by geopotential numbers and Normal heights of the United European Levelling Network. Replaces EVRF2000 (datum code 5129).","European veritical data centre at Bundesamt für Kartographie und Geodäsie (BKG), Leipzig branch. http://crs.bkg.bund.de/evrs/",OGP,2008-11-21,,0,
-6001,"Not specified (based on Airy 1830 ellipsoid)",geodetic,,,7001,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_Airy_1830"
-6002,"Not specified (based on Airy Modified 1849 ellipsoid)",geodetic,,,7002,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_Airy_Modified"
-6003,"Not specified (based on Australian National Spheroid)",geodetic,,,7003,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_Australian"
-6004,"Not specified (based on Bessel 1841 ellipsoid)",geodetic,,,7004,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_Bessel_1841"
-6005,"Not specified (based on Bessel Modified ellipsoid)",geodetic,,,7005,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_Bessel_Modified"
-6006,"Not specified (based on Bessel Namibia ellipsoid)",geodetic,,,7046,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2001-01-21,1996.080 2000.420 2001.150,0,"D_Bessel_Namibia"
-6007,"Not specified (based on Clarke 1858 ellipsoid)",geodetic,,,7007,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_Clarke_1858"
-6008,"Not specified (based on Clarke 1866 ellipsoid)",geodetic,,,7008,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_Clarke_1866"
-6009,"Not specified (based on Clarke 1866 Michigan ellipsoid)",geodetic,,,7009,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_Clarke_1866_Michigan"
-6010,"Not specified (based on Clarke 1880 (Benoit) ellipsoid)",geodetic,,,7010,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_Clarke_1880_Benoit"
-6011,"Not specified (based on Clarke 1880 (IGN) ellipsoid)",geodetic,,,7011,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_Clarke_1880_IGN"
-6012,"Not specified (based on Clarke 1880 (RGS) ellipsoid)",geodetic,,,7012,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_Clarke_1880_RGS"
-6013,"Not specified (based on Clarke 1880 (Arc) ellipsoid)",geodetic,,,7013,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_Clarke_1880_Arc"
-6014,"Not specified (based on Clarke 1880 (SGA 1922) ellipsoid)",geodetic,,,7014,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_Clarke_1880_SGA"
-6015,"Not specified (based on Everest 1830 (1937 Adjustment) ellipsoid)",geodetic,,,7015,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,
-6016,"Not specified (based on Everest 1830 (1967 Definition) ellipsoid)",geodetic,,,7016,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_Everest_Def_1967"
-6018,"Not specified (based on Everest 1830 Modified ellipsoid)",geodetic,,,7018,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_Everest_Modified"
-6019,"Not specified (based on GRS 1980 ellipsoid)",geodetic,,,7019,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_GRS_1980"
-6020,"Not specified (based on Helmert 1906 ellipsoid)",geodetic,,,7020,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_Helmert_1906"
-6021,"Not specified (based on Indonesian National Spheroid)",geodetic,,,7021,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_Indonesian"
-6022,"Not specified (based on International 1924 ellipsoid)",geodetic,,,7022,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_International_1924"
-6024,"Not specified (based on Krassowsky 1940 ellipsoid)",geodetic,,,7024,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_Krasovsky_1940"
-6025,"Not specified (based on NWL 9D ellipsoid)",geodetic,,,7025,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_NWL_9D"
-6027,"Not specified (based on Plessis 1817 ellipsoid)",geodetic,,,7027,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_Plessis_1817"
-6028,"Not specified (based on Struve 1860 ellipsoid)",geodetic,,,7028,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_Struve_1860"
-6029,"Not specified (based on War Office ellipsoid)",geodetic,,,7029,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_War_Office"
-6030,"Not specified (based on WGS 84 ellipsoid)",geodetic,,,7030,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,
-6031,"Not specified (based on GEM 10C ellipsoid)",geodetic,,,7031,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_GEM_10C"
-6032,"Not specified (based on OSU86F ellipsoid)",geodetic,,,7032,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_OSU_86F"
-6033,"Not specified (based on OSU91A ellipsoid)",geodetic,,,7033,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_OSU_91A"
-6034,"Not specified (based on Clarke 1880 ellipsoid)",geodetic,,,7034,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,1996.080 2000.420,0,"D_Clarke_1880"
-6035,"Not specified (based on Authalic Sphere)",geodetic,,,7035,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown. Deprecated and replaced by 6047.,OGP,OGP,2001-06-05,1996.080 2000.420,1,"D_Sphere"
-6036,"Not specified (based on GRS 1967 ellipsoid)",geodetic,,,7036,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,2000.420,0,"D_GRS_1967"
-6041,"Not specified (based on Average Terrestrial System 1977 ellipsoid)",geodetic,,,7041,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,2000.420,0,
-6042,"Not specified (based on Everest (1830 Definition) ellipsoid)",geodetic,,,7042,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,2000.420,0,"D_Everest_1830"
-6043,"Not specified (based on WGS 72 ellipsoid)",geodetic,,,7043,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,2000.420,0,
-6044,"Not specified (based on Everest 1830 (1962 Definition) ellipsoid)",geodetic,,,7044,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,2000.420,0,"D_Everest_Def_1962"
-6045,"Not specified (based on Everest 1830 (1975 Definition) ellipsoid)",geodetic,,,7045,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000-05-03,2000.420,0,"D_Everest_Def_1975"
-6047,"Not specified (based on GRS 1980 Authalic Sphere)",geodetic,,,7048,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2004-04-27,2001.190 2003.330,0,
-6052,"Not specified (based on Clarke 1866 Authalic Sphere)",geodetic,,,7052,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2004-04-27,,0,"D_Sphere_Clarke_1866_Authalic"
-6053,"Not specified (based on International 1924 Authalic Sphere)",geodetic,,,7057,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2006-09-22,,0,
-6054,"Not specified (based on Hughes 1980 ellipsoid)",geodetic,,,7058,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2006-09-22,,0,
-6055,Popular Visualisation Datum,geodetic,Not specified in the classical sense of defining a geodetic datum.,,7059,8901,1262,Used by certain popular Web mapping and visualisation applications.,Not recognised by geodetic authorities.,Microsoft.,OGP,2008-03-13,2008.114,1,
-6120,Greek,geodetic,"Fundamental point: Athens Observatory. Latitude 37°58'20.132""N, longitude 23°42'58.815""E (of Greenwich)",,7004,8901,1106,Topographic mapping.,"See geodetic datum alias 6404.  Used as basis of topographic mapping based on Hatt projection. Replaced by GGRS87 (code 6121).","Topography Department; National Technical University of Athens",OGP,2008-06-24,2004.183 2008.045,0,"D_Greek"
-6121,Greek Geodetic Reference System 1987,geodetic,"Fundamental point: Dionysos. Latitude 38°04'33.8""N, longitude 23°55'51.0""E of Greenwich; geoid height 7.0 m.",1987,7019,8901,1106,Topographic mapping.,"Replaced (old) Greek datum.  Oil industry work based on ED50.","L. Portokalakis; Public Petroleum Corporation of Greece",OGP,2008-06-24,2008.045,0,"D_GGRS_1987"
-6122,Average Terrestrial System 1977,geodetic,,1977,7041,8901,1283,Topographic mapping.,"In use from 1979.  To be phased out in late 1990's.",New Brunswick Geographic Information Corporation land and water information standards manual.,OGP,1997-07-02,,0,"D_ATS_1977"
-6123,"Kartastokoordinaattijarjestelma (1966)",geodetic,Adjustment with fundamental point SF31 based on ED50 transformed to best fit the older VVJ adjustment.,1966,7022,8901,1095,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Adopted in 1970.,"National Land Survey of Finland;¶http://www.maanmittauslaitos.fi",OGP,2006-03-31,2006.270,0,"D_KKJ"
-6124,Rikets koordinatsystem 1990,geodetic,,1982,7004,8901,1225,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces RT38 adjustment (datum code 6308)",National Land Survey of Sweden,OGP,1997-11-13,,0,"D_RT_1990"
-6125,Samboja,geodetic,Original origin station P2 Exc now destroyed.  Extensions recomputed using Toran station T9 as origin.,,7004,8901,1328,Topographic mapping.,,Total Indonesia.,OGP,1997-11-13,,1,"D_Samboja"
-6126,"Lithuania 1994 (ETRS89)",geodetic,Constrained to 4 ETRS89 points in Lithuania from the EUREF Baltic 1992 campaign..,1994,7019,8901,1145,"Topographic mapping, geodetic survey.",Densification of ETRS89 during the 1992 Baltic campaign.,HNIT-Baltic GeoInfoServisas,OGP,1998-03-12,,0,"D_Lithuania_1994"
-6127,Tete,geodetic,"Fundamental point: Tete.",,7008,8901,3281,Topographic mapping.,,"Mozambique Direcção Nacional de Geografia e Cadastral (DINAGECA).",OGP,1998-04-16,,0,"D_Tete"
-6128,Madzansua,geodetic,"Fundamental point: Madzansua.",,7008,8901,1315,Topographic mapping.,"Replaced by transformation to Tete datum (datum code 6127).","Mozambique Direcção Nacional de Geografia e Cadastral (DINAGECA).",OGP,1998-04-16,,0,"D_Madzansua"
-6129,Observatario,geodetic,"Fundamental point: Maputo observatory.",,7008,8901,1329,Topographic mapping.,"Replaced by transformation to Tete datum (datum code 6127).","Mozambique Direcção Nacional de Geografia e Cadastral (DINAGECA).",OGP,1998-04-16,,0,"D_Observatario"
-6130,"Moznet (ITRF94)",geodetic,ITRF94 at epoch 1996.9,,7030,8901,1167,Topographic mapping.,,"Mozambique Direcção Nacional de Geografia e Cadastral (DINAGECA).",OGP,2006-08-18,2006.770,0,"D_Moznet"
-6131,Indian 1960,geodetic,DMA extension over IndoChina of the Indian 1954 network adjusted  to better fit local geoid.,,7015,8901,1302,Topographic mapping.,"Also known as Indian (DMA Reduced).",,OGP,2003-12-31,2003.361,0,"D_Indian_1960"
-6132,Final Datum 1958,geodetic,"Fundamental point: Maniyur.  Latitude: 31°23'59.19""N, longitude: 48°32'31.38""E (of Greenwich).",,7012,8901,1300,Oil industry mapping.,Network included in Nahrwan 1967 adjustment.,IOEPC records,OGP,2008-06-24,2008.045,0,"D_FD_1958"
-6133,Estonia 1992,geodetic,Densification from 4 ETRS89 points.,1992,7019,8901,1090,"Topographic mapping, Geodetic survey.","Based on ETRS89 as established during the 1992 Baltic campaign. Replaced by Estonia 1997 adjustment (code 6180).","http://www.geo.ut.ee",OGP,2005-09-06,2005.460,0,"D_Estonia_1992"
-6134,PDO Survey Datum 1993,geodetic,Adjustment best fitted to Fahud network.,1993,7012,8901,3288,Oil industry mapping.,"Replaces Fahud datum (code 6232). Maximum differences to Fahud adjustment are 20 metres.",Petroleum Development Oman,OGP,1999-04-22,,0,"D_PDO_1993"
-6135,Old Hawaiian,geodetic,"Fundamental point: Oahu West Base Astro.  Latitude: 21°18'13.89""N, longitude 157°50'55.79""W (of Greenwich)",,7008,8901,1334,Topographic mapping.,"Hawaiian Islands were never on NAD27 but rather on Old Hawaiian Datum.  NADCON conversion program provides transformation from Old Hawaiian Datum to NAD83 (original 1986 realization) but making the transformation appear to user as if from NAD27.","http://www.ngs.noaa.gov/ (NADCON readme file).",OGP,2008-06-24,2005.460 2008.045,0,"D_Old_Hawaiian"
-6136,St. Lawrence Island,geodetic,,,7008,8901,1332,Topographic mapping.,"Many Alaskan islands were never on NAD27 but rather on independent datums.  NADCON conversion program provides transformation from St. Lawrence Island Datum to NAD83 (original 1986 realization) - making the transformation appear to user as if from NAD27.","http://www.ngs.noaa.gov/ (NADCON readme file)",OGP,1999-05-24,,0,"D_St_Lawrence_Island"
-6137,St. Paul Island,geodetic,"Fundamental point latitude: 57°07'16.86""N, longitude: 170°16'24.00""W (of Greenwich).",,7008,8901,1333,Topographic mapping.,"Many Alaskan islands were never on NAD27 but rather on independent datums.  NADCON conversion program provides transformation from St. Paul Island Datum to NAD83 (original 1986 realization) - making the transformation appear to user as if from NAD27.","http://www.ngs.noaa.gov/ (NADCON readme file)",OGP,2008-06-24,2008.045,0,"D_St_Paul_Island"
-6138,St. George Island,geodetic,"Fundamental point latitude: 56°36'11.31""N, longitude: 169°32'36.00""W (of Greenwich).",,7008,8901,1331,Topographic mapping.,"Many Alaskan islands were never on NAD27 but rather on independent datums.  NADCON conversion program provides transformation from St. George Island Datum to NAD83 (original 1986 realization) - making the transformation appear to user as if from NAD27.","http://www.ngs.noaa.gov/ (NADCON readme file)",OGP,2008-06-24,2003.362 2008.045,0,"D_St_George_Island"
-6139,Puerto Rico,geodetic,"Fundamental point: Cardona Island Lighthouse. Latitude:17°57'31.40""N, longitude: 66°38'07.53""W (of Greenwich).",1901,7008,8901,1335,Topographic mapping.,"NADCON conversion program provides transformation from Puerto Rico Datum to NAD83 (original 1986 realization) but making the transformation appear to user as if from NAD27.","Ordnance Survey of Great Britain and http://www.ngs.noaa.gov/ (NADCON readme file).",OGP,2008-06-24,2003.362 2008.045,0,"D_Puerto_Rico"
-6140,NAD83 Canadian Spatial Reference System,geodetic,,1998,7019,8901,1061,Geodetic survey.,,"Natural Resources of Canada, CSRS website.  http://www.geod.nrcan.gc.ca",OGP,2007-09-25,2005.880 2006.461 2007.026 2007.092,0,"D_North_American_1983_CSRS98"
-6141,Israel,geodetic,"Fundamental point:  Latitude: 31°44'03.817""N, longitude: 35°12'16.261""E (of Greenwich).",,7019,8901,2603,Topographic mapping.,,Survey of Israel.,OGP,2008-06-24,2002.340 2004.150 2008.045,0,"D_Israel"
-6142,Locodjo 1965,geodetic,"Fundamental point: T5 Banco. Latitude: 5°18'50.5""N, longitude: 4°02'05.1""W (of Greenwich).",1965,7012,8901,1075,Topographic mapping.,,IGN Paris.,OGP,2008-06-24,2008.045,0,"D_Locodjo_1965"
-6143,Abidjan 1987,geodetic,"Fundamental point: Abidjan I. Latitude: 5°18'51.01""N, longitude: 4°02'06.04""W (of Greenwich).",1987,7012,8901,1075,Topographic mapping.,,IGN Paris.,OGP,2008-06-24,2008.045,0,"D_Abidjan_1987"
-6144,Kalianpur 1937,geodetic,"Fundamental point: Kalianpur. Latitude: 24° 07'11.260""N, longitude: 77°39'17.570""E (of Greenwich).",1937,7015,8901,1308,Topographic mapping.,Replaces 1880 adjustment except for topographic mapping.  Replaced in Bangladesh and Pakistan by 1962 metrication conversion and in India by 1975 metrication conversion.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",OGP,2008-06-24,2008.045,0,"D_Kalianpur_1937"
-6145,Kalianpur 1962,geodetic,"Fundamental point: Kalianpur. Latitude: 24° 07'11.260""N, longitude: 77°39'17.570""E (of Greenwich).",1962,7044,8901,3289,Topographic mapping.,"1937 adjustment rescaled by ratio metric conversions of Indian foot (1937) to Indian foot (1962).",,OGP,2008-06-24,2008.045,0,"D_Kalianpur_1962"
-6146,Kalianpur 1975,geodetic,"Fundamental point: Kalianpur. Latitude: 24° 07'11.260""N, longitude: 77°39'17.570""E (of Greenwich).",1975,7045,8901,3341,Topographic mapping.,"1937 adjustment rescaled by ratio metric conversions of Indian foot (1937) to Indian foot (1975).",,OGP,2008-06-24,2008.045,0,"D_Kalianpur_1975"
-6147,Hanoi 1972,geodetic,,1972,7024,8901,3328,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,PetroVietnam,OGP,1999-10-20,,0,"D_Hanoi_1972"
-6148,Hartebeesthoek94,geodetic,Coincident with ITRF91 at epoch 1994.0 at Hartebeesthoek astronomical observatory near Pretoria.,1994,7030,8901,1215,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Cape datum (code 6222).","Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm",OGP,2006-08-18,1999.960 2006.770,0,"D_Hartebeesthoek_1994"
-6149,CH1903,geodetic,"Fundamental point: Old Bern observatory. Latitude: 46°57'08.660""N, longitude: 7°26'22.500""E (of Greenwich).",1903,7004,8901,1286,Topographic mapping.,,"Bundesamt für Landestopographie",OGP,2008-06-24,2008.045,0,"D_CH1903"
-6150,"CH1903+",geodetic,"Fundamental point: Zimmerwald observatory.",,7004,8901,1286,"Geodetic survey, topographic mapping.",,"Bundesamt für Landestopographie.  Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.",OGP,2001-11-06,2001.520,0,"D_CH1903+"
-6151,Swiss Terrestrial Reference Frame 1995,geodetic,ETRF89 at epoch 1993.0,1995,7019,8901,1286,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Bundesamt für Landestopographie.  Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.",OGP,2006-08-18,2006.770,0,"D_Swiss_TRF_1995"
-6152,"NAD83 (High Accuracy Regional Network)",geodetic,,,7019,8901,1337,Geodetic survey.,,National Geodetic Survey,OGP,1999-10-20,,0,"D_North_American_1983_HARN"
-6153,Rassadiran,geodetic,"Fundamental point: Total1. Latitude: 27°31'07.784""N, longitude: 52°36'12.741""E (of Greenwich).",1998,7022,8901,1338,Oil industry mapping.,,Total-Fina,OGP,2008-06-24,2008.045,0,"D_Rassadiran"
-6154,"European Datum 1950(1977)",geodetic,Extension of ED50 over Iran.,1977,7022,8901,1123,Topographic mapping.,Sometimes referred to as ED50-ED77.,National Cartographic Centre of Iran,OGP,1999-11-20,,0,"D_European_1950_ED77"
-6155,Dabola 1981,geodetic,,1981,7011,8901,3257,Topographic mapping.,,IGN Paris,OGP,1999-12-09,,0,"D_Dabola_1981"
-6156,Jednotne Trigonometricke Site Katastralni,geodetic,"Modification of Austrian MGI datum, code 6312.",,7004,8901,1306,"Geodetic survey, cadastre, topographic mapping, engineering survey.","S-JTSK = System of the Unified Trigonometrical Cadastral Network.","Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.",OGP,2001-11-06,2001.260 2001.510,0,"D_S_JTSK"
-6157,Mount Dillon,geodetic,"Fundamental point: Mount Dillon triangulation station. Latitude: 11°15'07.843""N, longitude: 60°41'09.632""W (of Greenwich).",,7007,8901,1322,Topographic mapping.,,University of the West Indies Geodetic Services.,OGP,2008-06-24,2003.361 2008.045,0,"D_Mount_Dillon"
-6158,Naparima 1955,geodetic,"Fundamental point: Naparima. Latitude: 10°16'44.860""N, longitude: 61°27'34.620""W (of Greenwich).",1955,7022,8901,3143,Topographic mapping.,Naparima 1972 is an extension of the Naparima 1955 network of Trinidad to include Tobago.,Ordnance Survey International.,OGP,2008-06-24,2008.045,0,"D_Naparima_1955"
-6159,European Libyan Datum 1979,geodetic,Extension of ED50 over Libya.,1979,7022,8901,1143,Topographic mapping.,,Brown and Root,OGP,2003-12-31,2003.362,0,"D_European_Libyan_1979"
-6160,Chos Malal 1914,geodetic,Chos Malal police station.,1914,7022,8901,1292,Oil industry mapping.,"Also known as Quini-Huao.  Replaced by Campo Inchauspe (code 6221).",Various oil company records.,OGP,2000-03-07,,0,"D_Chos_Malal_1914"
-6161,Pampa del Castillo,geodetic,,,7022,8901,1265,Oil industry mapping.,"Used in Comodoro Rivadavia area.  Replaced by Campo Inchauspe (code 6221).",Various oil company records.,OGP,2000-03-07,,0,"D_Pampa_del_Castillo"
-6162,Korean Datum 1985,geodetic,"Fundamental point: Suwon. Latitude 37°16'31.9034""N, longitude 127°03'05.1451""E of Greenwich.",1985,7004,8901,3266,Topographic mapping.,,"Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1999. http://www.asprs.org/",OGP,2008-06-24,2001.280 2005.460 2008.045,0,"D_Korean_Datum_1985"
-6163,Yemen National Geodetic Network 1996,geodetic,"Sana'a IGN reference marker.",1996,7030,8901,1257,Topographic mapping.,,IGN Paris,OGP,2000-03-07,,0,"D_Yemen_NGN_1996"
-6164,South Yemen,geodetic,,,7024,8901,1340,Topographic mapping.,,IGN Paris,OGP,2000-03-07,,0,"D_South_Yemen"
-6165,Bissau,geodetic,,,7022,8901,3258,Topographic mapping.,,"NIMA TR8350.2  ftp://164.214.2.65/pub/gig/tr8350.2/changes.pdf",OGP,2005-09-05,2005.460,0,"D_Bissau"
-6166,Korean Datum 1995,geodetic,,1995,7030,8901,3266,Topographic mapping.,,"NIMA TR8350.2  ftp://164.214.2.65/pub/gig/tr8350.2/changes.pdf",OGP,2005-09-05,2005.460,0,"D_Korean_Datum_1995"
-6167,New Zealand Geodetic Datum 2000,geodetic,Based on ITRF96 at epoch 2000.0,2000,7019,8901,1175,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces New Zealand Geodetic Datum 1949 (code 6272) and Chatham Islands Datum 1979 (code 6673) from March 2000.","Land Information New Zealand. http://www.linz.govt.nz/rcs/linz/pub/web/root/core/SurveySystem/GeodeticInfo/GeodeticDatums/nzgd2000factsheet/index.jsp",OGP,2007-09-29,2004.110 2007.090,0,"D_NZGD_2000"
-6168,Accra,geodetic,"Fundamental point: GCS Station 547. Latitude: 5°23'43.3""N, longitude: 0°11'52.3""W (of Greenwich).",,7029,8901,1104,Topographic mapping.,"Replaced in 1978 by Leigon datum (code 6250).",Ordnance Survey International,OGP,2008-06-24,2008.045,0,"D_Accra"
-6169,American Samoa 1962,geodetic,"Fundamental point: Betty 13 eccentric. Latitude: 14°20'08.34""S, longitude: 170°42'52.25""W (of Greenwich).",1962,7008,8901,3109,Topographic mapping.,,NIMA TR8350.2 revision of January 2000. Oil industry sources for origin description details.,OGP,2008-06-24,2003.362 2005.230 2008.045,0,"D_American_Samoa_1962"
-6170,Sistema de Referencia Geocentrico para America del Sur 1995,geodetic,ITRF94 at epoch 1995.42.,1995,7019,8901,3448,Geodetic survey.,Realised by a frame of 58 stations observed in 1995 and adjusted in the ITRF94. Replaced by SIRGAS 2000.,"NIMA TR8350.2 revision of January 2000. Also http://www1.ibge.gov.br/",OGP,2006-08-18,2004.250 2005.460 2006.465 2006.770,0,"D_SIRGAS"
-6171,Reseau Geodesique Francais 1993,geodetic,Coincident with ETRS89 at epoch 1993.0,1993,7019,8901,1096,Geodetic survey.,,"http://www.ign.fr/ via TotalFinaElf",OGP,2005-09-05,2001.510 2005.460,0,"D_RGF_1993"
-6172,Posiciones Geodesicas Argentinas,geodetic,,1994,7019,8901,1033,"Topographic mapping, geodetic survey.","Una red geodésica de 127 puntos materializados¶en el terreno que definen el Sistema Geodésico Nacional.  [A geodetic network of 127 points defining the National Geodetic System.] Replaced by POSGAR98 (code 6190).","http://www.igm.gov.ar/posgar.html",OGP,2000-10-19,,1,"D_POSGAR"
-6173,IRENET95,geodetic,ETRS89 stations in Ireland,1995,7019,8901,1305,Geodetic survey.,Densification of ETRS89,Ordnance Survey of Ireland,OGP,2004-04-07,2004.220,0,"D_IRENET95"
-6174,Sierra Leone Colony 1924,geodetic,"Fundamental point: Kortright. Latitude: 8°28'44.4""N, longitude: 13°13'03.81""W (of Greenwich).",1924,7029,8901,1342,"Topographic mapping, engineering survey.",,Ordnance Survey International.,OGP,2008-06-24,2008.045,0,"D_Sierra_Leone_1924"
-6175,Sierra Leone 1968,geodetic,"Fundamental point: SLX2 Astro. Latitude: 8°27'17.567""N, longitude: 12°49'40.186""W (of Greenwich).",1968,7012,8901,3306,"Topographic mapping, engineering survey.",Extension and readjustment with additional observations of 1960 network.  Coordinates of 1960 stations change by less than 3 metres.,Ordnance Survey International.,OGP,2008-06-24,2008.045,0,"D_Sierra_Leone_1968"
-6176,Australian Antarctic Datum 1998,geodetic,,1998,7019,8901,1278,Topographic mapping.,,Standards Australia,OGP,2006-01-30,2006.080,0,"D_Australian_Antarctic_1998"
-6178,"Pulkovo 1942(83)",geodetic,"Fundamental point: Pulkovo observatory. Latitude: 59°46'18.550""N, longitude: 30°19'42.090""E (of Greenwich).",1983,7024,8901,3574,"Geodetic survey, cadastre, topographic mapping, engineering survey.",1983 international adjustment of Uniform Astro-Geodetic Network of countries of central and eastern Europe.,"Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/",OGP,2008-09-24,2008.045 2008.011,0,"D_Pulkovo_1942_Adj_1983"
-6179,"Pulkovo 1942(58)",geodetic,"Fundamental point: Pulkovo observatory. Latitude: 59°46'18.550""N, longitude: 30°19'42.090""E (of Greenwich).",1956,7024,8901,3574,"Geodetic survey, cadastre, topographic mapping, engineering survey.",1956 international adjustment of Uniform Astro-Geodetic Network of countries of central and eastern Europe. Locally densified during 1957 and 1958.,"Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/",OGP,2008-09-24,2008.011 2008.045,0,"D_Pulkovo_1942_Adj_1958"
-6180,Estonia 1997,geodetic,Densification of ETRS89 during EUREF-ESTONIA97 campaign through transformation from ITRF96 at epoch 1997.56.,1997,7019,8901,1090,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Estonia 1992 adjustment (code 6133).","Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/",OGP,2006-08-18,2006.770,0,"D_Estonia_1997"
-6181,Luxembourg 1930,geodetic,"Fundamental point: northern station of Habay-la-Neuve baseline in Belgium. Latitude: 49°43'24.408""N, longitude: 5°38'22.470""E (of Greenwich).",1930,7022,8901,1146,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Administration du Cadastre et de la Topographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/",OGP,2008-06-24,2008.045,0,"D_Luxembourg_1930"
-6182,Azores Occidental Islands 1939,geodetic,"Fundamental point: Observatario Meteorologico Flores.",1939,7022,8901,1344,Topographic mapping.,,"Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/",OGP,2005-12-30,2005.850,0,"D_Azores_Occidental_Islands_1939"
-6183,Azores Central Islands 1948,geodetic,"Fundamental point: Graciosa south west base. Latitude: 39°03'54.934""N, longitude: 28°02'23.882""W (of Greenwich).",1948,7022,8901,1301,Topographic mapping.,"Replaced by 1995 adjustment (datum code 6665).","Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/  Oil industry sources for origin description details.",OGP,2008-06-24,2002.250 2003.231 2003.362 2008.045,0,"D_Azores_Central_Islands_1948"
-6184,Azores Oriental Islands 1940,geodetic,"Fundamental point: Forte de São Bras.",1940,7022,8901,1345,Topographic mapping.,"Replaced by 1995 adjustment (datum code 6664).","Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/",OGP,2003-08-14,2003.231,0,"D_Azores_Oriental_Islands_1940"
-6185,Madeira 1936,geodetic,"Fundamental point: Madeira SE Base.",1936,7022,8901,1314,Topographic mapping.,,"Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/",OGP,2001-06-05,,1,"D_Madeira_1936"
-6188,OSNI 1952,geodetic,Position fixed to the coordinates from the 19th century Principle Triangulation of station Divis. Scale and orientation controlled by position of Principle Triangulation stations Knocklayd and Trostan.,1952,7001,8901,2530,Geodetic survey and topographic mapping.,"Replaced by Geodetic Datum of 1965 alias 1975 Mapping Adjustment or TM75 (datum code 6300).",Ordnance Survey of Northern Ireland.,OGP,2001-11-06,,0,"D_OSNI_1952"
-6189,Red Geodesica Venezolana,geodetic,Realised by a frame of 67 stations observed in 1995 as a densification of the SIRGAS campaign and adjusted in the ITRF94.,2000,7019,8901,1251,Geodetic survey.,,Servicio Autonomo de Geografia y Cartografia Nacional.,OGP,2001-06-11,,0,"D_REGVEN"
-6190,Posiciones Geodesicas Argentinas 1998,geodetic,"A geodetic network of 136 high accuracy surveyed points. Densification of SIRGAS 1995; ITRF94 at epoch 1995.42.",1998,7019,8901,1033,Geodetic survey.,"Technically, but at this record revision date not legally, replaces the 1994 POSGAR adjustment (code 6694).","Instituto Geográfico Militar de la República Argentina, http://www.igm.gov.ar",OGP,2005-09-12,2003.361 2005.460 2005.480 2006.770,0,"D_POSGAR_1998"
-6191,Albanian 1987,geodetic,,1987,7024,8901,1025,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"EuroGeographics; http://crs.bkg.bund.de/crs-eu/",OGP,2001-11-06,,0,"D_Albanian_1987"
-6192,Douala 1948,geodetic,"South pillar of Douala base; 4°00'40.64""N, 9°42'30.41""E (of Greenwich).",1948,7022,8901,2555,Topographic mapping.,"Replaced  by Manoca 1962 datum (code 6193).",TotalFinaElf,OGP,2008-06-24,2005.830 2008.045,0,"D_Douala_1948"
-6193,Manoca 1962,geodetic,"Reservoir centre at the  Manoca tower (""tube Suel""), 3°51'49.896""N, 9°36'49.347""E (of Greenwich).",1962,7011,8901,2555,Topographic mapping.,"The intent of the Bukavu 1953 conference was to adopt the Clarke 1880 (RGS) ellipsoid (code 7012) but in practice this datum has used the IGN version.  Replaces Douala 1948 (code 6192).",TotalFinaElf,OGP,2008-06-24,2008.045,0,"D_Manoca_1962"
-6194,Qornoq 1927,geodetic,"Fundamental point: Station 7008. Latitude: 64°31'06.27""N, longitude: 51°12'24.86""W (of Greenwich).",1927,7022,8901,3362,Topographic mapping.,,"Kort & Matrikelstyrelsen, Copenhagen. Origin coordinates from NIMA http://earth-info.nima.mil/",OGP,2008-06-24,2003.362 2005.460 2006.220 2008.045,0,"D_Qornoq_1927"
-6195,Scoresbysund 1952,geodetic,,1952,7022,8901,2570,Topographic mapping.,,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2002-01-18,,0,"D_Scoresbysund_1952"
-6196,Ammassalik 1958,geodetic,,1958,7022,8901,2571,Topographic mapping.,,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2002-01-18,,0,"D_Ammassalik_1958"
-6197,Garoua,geodetic,"Fundamental point: IGN astronomical station and benchmark no. 16 at Tongo. Latitude 8°55'08.74""N, longitude 13°30'43.19""E (of Greenwich).",,7012,8901,2590,Topographic mapping.,,TotalFinaElf,OGP,2008-06-24,2008.045,0,"D_Garoua"
-6198,Kousseri,geodetic,"IGN astronomical station Dabanga; 11°55'05.9""N  14°38'40.8""E (of Greenwich).",,7012,8901,2591,Topographic mapping.,,TotalFinaElf,OGP,2008-06-24,2008.045,0,"D_Kousseri"
-6199,Egypt 1930,geodetic,"Fundamental point: Station F1 (Venus). Latitude: 30°01'42.86""N, longitude: 31°16'37.05""E (of Greenwich).",1930,7022,8901,3242,Used for scientific purposes only.,"Note that Egypt 1930 uses the International 1924 ellipsoid, unlike the Egypt 1907 datum (code 6229) which uses the Helmert ellipsoid. Oil industry references to the Egypt 1930 datum name and the Helmert ellipsoid probably mean Egypt 1907 datum.",,OGP,2008-06-24,2008.045,0,"D_Egypt_1930"
-6200,Pulkovo 1995,geodetic,"Fundamental point: Pulkovo observatory. Latitude: 59°46'15.359""N, longitude: 30°19'28.318""E (of Greenwich).",1995,7024,8901,1198,Scientific adjustment.,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2008-06-24,2008.045,0,"D_Pulkovo_1995"
-6201,Adindan,geodetic,"Fundamental point: Station 15; Adindan. Latitude: 22°10'07.110""N, longitude: 31°29'21.608""E (of Greenwich).",,7012,8901,1271,Topographic mapping.,"The 12th parallel traverse of 1966-70 (Point 58 datum, code 6620) is connected to the Adindan network in western Sudan. This has given rise to misconceptions that the Adindan network is used in west Africa.",,OGP,2008-06-24,2002.431 2003.361 2008.045,0,"D_Adindan"
-6202,Australian Geodetic Datum 1966,geodetic,"Fundamental point: Johnson Memorial Cairn. Latitude: 25°56'54.5515""S, longitude: 133°12'30.0771""E (of Greenwich).",1966,7003,8901,1279,Topographic mapping.,,"Australian Map Grid Technical Manual. National Mapping Council of Australia Technical Publication 7; 1972.",OGP,2008-06-24,2003.361 2008.045,0,"D_Australian_1966"
-6203,Australian Geodetic Datum 1984,geodetic,"Fundamental point: Johnson Memorial Cairn. Latitude: 25°56'54.5515""S, longitude: 133°12'30.0771""E (of Greenwich).",1984,7003,8901,2576,Topographic mapping.,"Uses all data from 1966 adjustment with additional observations, improved software and a geoid model.","""GDA technical manual v2_2"", Intergovernmental Committee on Surveying and Mapping. www.anzlic.org.au/icsm/gdtm/",OGP,2008-06-24,2003.290 2003.361 2008.045,0,"D_Australian_1984"
-6204,Ain el Abd 1970,geodetic,"Fundamental point: Ain El Abd.  Latitude: 28°14'06.171""N, longitude: 48°16'20.906""E (of Greenwich).",1970,7022,8901,1272,Topographic mapping.,,,OGP,2008-06-24,2003.361 2008.045,0,"D_Ain_el_Abd_1970"
-6205,Afgooye,geodetic,,,7024,8901,1214,Topographic mapping.,,,OGP,1995-06-02,,0,"D_Afgooye"
-6206,Agadez,geodetic,,,7011,8901,1177,Topographic mapping.,,,OGP,1995-06-02,,0,"D_Agadez"
-6207,Lisbon 1937,geodetic,"Fundamental point: Castelo Sao Jorge, Lisbon. Latitude: 38°42'43.631""N, longitude: 9°07'54.862""W (of Greenwich).",1937,7022,8901,1294,Topographic mapping.,"Replaces Lisbon 1890 adjustment (which used Bessel 1841 ellipsoid).","Instituto Geografico e Cadastral; Lisbon",OGP,2008-06-24,2001.551 2008.045,0,"D_Lisbon"
-6208,Aratu,geodetic,,,7022,8901,1274,Oil industry geodetic purposes.,,,OGP,1995-06-02,,0,"D_Aratu"
-6209,Arc 1950,geodetic,"Fundamental point: Buffelsfontein. Latitude: 33°59'32.000""S, longitude: 25°30'44.622""E (of Greenwich).",1950,7013,8901,1276,"Topographic mapping, geodetic survey.",,,OGP,2008-06-24,2008.045,0,"D_Arc_1950"
-6210,Arc 1960,geodetic,"Fundamental point: Buffelsfontein. Latitude: 33°59'32.000""S, longitude: 25°30'44.622""E (of Greenwich).",1960,7012,8901,1277,"Topographic mapping, geodetic survey.",,,OGP,2008-06-24,2008.045,0,"D_Arc_1960"
-6211,Batavia,geodetic,"Fundamental point: Longitude at Batavia Astro. Station. Latitude: 6°07'39.522""S, longitude: 106°48'27.790""E (of Greenwich). Latitude and azimuth at Genuk.",,7004,8901,1285,Topographic mapping.,,,OGP,2008-06-24,2003.361 2008.045,0,"D_Batavia"
-6212,Barbados 1938,geodetic,"Fundamental point: HMS Challenger astro station M1, St. Anne's Tower. Latitude 13°04'32.53""N, longitude 59°36'29.34""W (of Greenwich).",1938,7012,8901,1042,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,2008-06-24,1999.170 2006.030 2008.045,0,"D_Barbados_1938"
-6213,Beduaram,geodetic,,,7011,8901,2771,Topographic mapping.,,,OGP,2004-09-01,2004.490,0,"D_Beduaram"
-6214,Beijing 1954,geodetic,,1954,7024,8901,1067,Topographic mapping.,,,OGP,1995-06-02,,0,"D_Beijing_1954"
-6215,Reseau National Belge 1950,geodetic,"Fundamental point: Lommel (tower). Latitude: 51°13'47.334""N, longitude: 5°18'49.483""E (of Greenwich).",1950,7022,8901,1347,Topographic mapping.,,,OGP,2008-06-24,2003.361 2008.045,0,"D_Belge_1950"
-6216,Bermuda 1957,geodetic,"Fundamental point: Fort George base. Latitude 32°22'44.36""N, longitude 64°40'58.11""W (of Greenwich).",1957,7008,8901,1047,Topographic mapping.,,Various oil industry sources.,OGP,2008-06-24,2003.362 2008.045,0,"D_Bermuda_1957"
-6218,Bogota 1975,geodetic,"Fundamental point: Bogota observatory. Latitude: 4°35'56.570""N, longitude: 74°04'51.300""W (of Greenwich).",1975,7022,8901,3229,Topographic mapping.,"Replaces 1951 adjustment. Replaced by MAGNA-SIRGAS (datum code 6685).","Instituto Geografico Agustin Codazzi (IGAC) special publication no. 1, 4th edition (1975) ""Geodesia: Resultados Definitvos de Parte de las Redes Geodesicas Establecidas en el Pais"".",OGP,2008-06-24,2000.200 2005.060 2007.060 2008.045,0,"D_Bogota"
-6219,Bukit Rimpah,geodetic,"2°00'40.16""S, 105°51'39.76""E (of Greenwich).",,7004,8901,1287,Topographic mapping.,,,OGP,2008-06-24,2008.045,0,"D_Bukit_Rimpah"
-6220,Camacupa,geodetic,"Fundamental point: Campo de Aviaçao. Latitude: 12°01'09.070""S, Longitude = 17°27'19.800""E (of Greenwich)",1948,7012,8901,1288,Coastal hydrography.,,"Portuguese Hydrographic Institute and Clifford J. Mugnier, PE&RS journal, March 2001.",OGP,2008-06-24,2003.361 2006.973 2008.045,0,"D_Camacupa"
-6221,Campo Inchauspe,geodetic,"Fundamental point: Campo Inchauspe. Latitude: 35°58'16.56""S, longitude: 62°10'12.03""W (of Greenwich).",,7022,8901,1033,Topographic mapping.,,"NIMA http://earth-info.nima.mil/",OGP,2008-06-24,2003.361 2005.460 2008.045,0,"D_Campo_Inchauspe"
-6222,Cape,geodetic,"Fundamental point: Buffelsfontein. Latitude: 33°59'32.000""S, longitude: 25°30'44.622""E (of Greenwich).",,7013,8901,1290,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Private Communication, Directorate of Surveys and Land Information, Cape Town.",OGP,2008-06-24,1996.250 1999.690 2008.045,0,"D_Cape"
-6223,Carthage,geodetic,"Fundamental point: Carthage. Latitude: 40.9464506g = 36°51'06.50""N, longitude: 8.8724368g E of Paris = 10°19'20.72""E (of Greenwich).",1925,7011,8901,1236,Topographic mapping.,Fundamental point astronomic coordinates determined in 1878.,,OGP,2008-06-24,2003.362 2003.050 2008.045,0,"D_Carthage"
-6224,Chua,geodetic,"Fundamental point: Chua. Latitude: 19°45'41.160""S, longitude: 48°06'07.560""W (of Greenwich).",,7022,8901,3356,Geodetic survey.,The Chua origin and associated network is in Brazil with a connecting traverse through northern Paraguay. It was used in Brazil only as input into the Corrego Allegre adjustment and for government work in Distrito Federal.,"NIMA http://earth-info.nima.mil/",OGP,2009-05-21,2003.361 2005.460 2005.840 2006.490 2008.045 2009.021,0,"D_Chua"
-6225,Corrego Alegre,geodetic,"Fundamental point: Corrego Alegre. Latitude: 19°50'15.140""S, longitude: 48°57'42.750""W (of Greenwich).",,7022,8901,1293,"Topographic mapping, geodetic survey. Superseded by SAD69.","NIMA gives coordinates of origin as latitude: 19°50'15.140""S, longitude: 48°57'42.750""W.","IBGE and NIMA http://earth-info.nima.mil/",OGP,2008-06-24,2005.841 2008.045,0,"D_Corrego_Alegre"
-6226,"Cote d'Ivoire",geodetic,,,7011,8901,1075,Topographic mapping.,,,OGP,1995-06-02,2001.110,1,"D_Cote_d_Ivoire"
-6227,Deir ez Zor,geodetic,"Fundamental point: Trig. 254 Deir. Latitude: 35°21'49.975""N, longitude: 40°05'46.770""E (of Greenwich).",,7011,8901,1623,Topographic mapping.,,,OGP,2008-06-24,2003.361 2008.045,0,"D_Deir_ez_Zor"
-6228,Douala,geodetic,,,7011,8901,1060,Topographic mapping.,,,OGP,1995-06-02,,1,"D_Douala"
-6229,Egypt 1907,geodetic,"Fundamental point: Station F1 (Venus). Latitude: 30°01'42.86""N, longitude: 31°16'33.60""E (of Greenwich).",1907,7020,8901,1086,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,,OGP,2008-06-24,2008.045,0,"D_Egypt_1907"
-6230,European Datum 1950,geodetic,"Fundamental point: Potsdam (Helmert Tower). Latitude: 52°22'51.4456""N, longitude: 13°03'58.9283""E (of Greenwich).",1950,7022,8901,1296,"Topographic mapping, geodetic survey.",,"EuroGeographics; http://crs.bkg.bund.de/crs-eu/",OGP,2008-06-24,2003.361 2008.045,0,"D_European_1950"
-6231,European Datum 1987,geodetic,"Fundamental point: Potsdam (Helmert Tower). Latitude: 52°22'51.4456""N, longitude: 13°03'58.9283""E (of Greenwich).",1987,7022,8901,1297,Scientific network.,,,OGP,2008-06-24,2003.362 2008.045,0,"D_European_1987"
-6232,Fahud,geodetic,"Fundamental point: Station NO68-024 Fahud. Latitude: 22°17'31.182""N, longitude: 56°29'18.820""E (of Greenwich).",,7012,8901,3288,Oil industry mapping.,"Replaced by PSD93 (code 6134).",Petroleum Development Oman.,OGP,2008-06-24,2008.045,0,"D_Fahud"
-6233,Gandajika 1970,geodetic,,1970,7022,8901,1152,Topographic mapping.,,,OGP,1995-06-02,,1,"D_Gandajika_1970"
-6234,Garoua,geodetic,,,7011,8901,1060,Topographic mapping.,"The intent of the Bukavu 1953 conference was to adopt the Clarke 1880 (RGS) ellipsoid (code 7012) but in practice this datum has used the IGN version.",,OGP,1995-06-02,,1,"D_Garoua"
-6235,Guyane Francaise,geodetic,,,7022,8901,1097,Topographic mapping.,,,OGP,1995-06-02,,1,"D_Guyane_Francaise"
-6236,Hu Tzu Shan 1950,geodetic,"Fundamental point: Hu Tzu Shan. Latitude: 23°58'32.34""N, longitude: 120°58'25.975""E (of Greenwich).",1950,7022,8901,3315,Topographic mapping.,,"NIMA ¶US NGA, http://earth-info.nga.mil/GandG/index.html",OGP,2008-08-12,2003.362 2005.460 2005.830 2008.017 2008.045,0,"D_Hu_Tzu_Shan"
-6237,Hungarian Datum 1972,geodetic,"Fundamental point: Szolohegy. Latitude: 47°17'32,6156""N, longitude 19°36'09.9865""E (of Greenwich); geoid height 6.56m.",1972,7036,8901,1119,Topographic mapping.,"Replaced Hungarian Datum 1909 (EPSG datum code 1024).","http://lazarus.elte.hu/gb/geodez/geod3.htm",OGP,2008-08-02,1996.090 2008.045 2008.047,0,"D_Hungarian_1972"
-6238,Indonesian Datum 1974,geodetic,"Fundamental point: Padang. Latitude: 0°56'38.414""S, longitude: 100°22' 8.804""E (of Greenwich). Ellipsoidal height 3.190m, gravity-related height 14.0m above mean sea level.",1974,7021,8901,1122,Topographic mapping.,Replaced by DGN95.,Bakosurtanal 1979 paper by Jacob Rais.,OGP,2008-06-24,2002.151 2006.810 2008.045,0,"D_Indonesian_1974"
-6239,Indian 1954,geodetic,Extension of Kalianpur 1937 over Myanmar and Thailand.,1954,7015,8901,1304,Topographic mapping.,,,OGP,2003-12-31,2003.361,0,"D_Indian_1954"
-6240,Indian 1975,geodetic,"Fundamental point: Khau Sakaerang.",1975,7015,8901,1231,Topographic mapping.,,,OGP,1995-06-02,,0,"D_Indian_1975"
-6241,Jamaica 1875,geodetic,"Fundamental point: Fort Charles Flagstaff. Latitude: 17°55'55.800""N, longitude: 76°56'37.260""W (of Greenwich).",1875,7034,8901,3342,Topographic mapping.,,"Survey Department, Government of Jamaica, 1983.",OGP,2008-06-24,2004.510 2008.045,0,"D_Jamaica_1875"
-6242,Jamaica 1969,geodetic,"Fundamental point: Fort Charles Flagstaff. Latitude: 17°55'55.800""N, longitude: 76°56'37.260""W (of Greenwich).",1969,7008,8901,3342,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Survey Department, Government of Jamaica, 1983.",OGP,2008-06-24,2004.510 2008.045,0,"D_Jamaica_1969"
-6243,Kalianpur 1880,geodetic,"Fundamental point: Kalianpur. Latitude: 24°07'11.260""N, longitude: 77°39'17.570""E (of Greenwich).",1880,7042,8901,1307,Topographic mapping.,"Includes 1916 extension into Burma (Myanmar).  Replaced by 1937 adjustment.","G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",OGP,2008-06-24,1997.231 2004.290 2008.045,0,"D_Kalianpur_1880"
-6244,Kandawala,geodetic,,,7015,8901,3310,Topographic mapping.,,,OGP,1995-06-02,,0,"D_Kandawala"
-6245,Kertau 1968,geodetic,"Fundamental point: Kertau. Latitude: 3°27'50.710""N, longitude: 102°37'24.550""E (of Greenwich).",1968,7018,8901,1309,"Geodetic survey, cadastre.","Replaces MRT48 and earlier adjustments. Adopts metric conversion of 39.370113 inches per metre. Not used for 1969 metrication of RSO grid - see Kertau (RSO) (code 6751).",Defence Geographic Centre.,OGP,2008-06-24,2006.251 2008.045,0,"D_Kertau"
-6246,Kuwait Oil Company,geodetic,"Fundamental point: K28.  Latitude: 29°03'42.348""N, longitude: 48°08'42.558""E (of Greenwich).",1952,7012,8901,3267,Oil industry mapping.,,,OGP,2008-06-24,2004.410 2008.045,0,"D_Kuwait_Oil_Company"
-6247,La Canoa,geodetic,"Fundamental point: La Canoa. Latitude: 8°34'17.170""N, longitude: 63°51'34.880""W (of Greenwich).",,7022,8901,3327,"Geodetic survey, topographic mapping, engineering survey.",Origin also adopted for PSAD56.,,OGP,2008-06-24,2008.045,0,"D_La_Canoa"
-6248,Provisional South American Datum 1956,geodetic,"Fundamental point: La Canoa. Latitude: 8°34'17.170""N, longitude: 63°51'34.880""W (of Greenwich).",1956,7022,8901,1348,Topographic mapping.,Same origin as La Canoa datum.,,OGP,2008-06-24,2008.045,0,"D_Provisional_S_American_1956"
-6249,Lake,geodetic,"Fundamental point: Maracaibo Cathedral. Latitude: 10°38'34.678""N, longitude: 71°36'20.224""W (of Greenwich).",,7022,8901,1312,Oil industry mapping.,,,OGP,2008-06-24,2008.045,0,"D_Lake"
-6250,Leigon,geodetic,"Fundamental point: GCS Station 121, Leigon. Latitude: 5°38'52.27""N, longitude: 0°11'46.08""W (of Greenwich).",,7012,8901,1104,Topographic mapping.,"Replaced Accra datum (code 6168) from 1978.  Coordinates at Leigon fundamental point defined as Accra datum values for that point.",Ordnance Survey International,OGP,2008-06-24,2008.045,0,"D_Leigon"
-6251,Liberia 1964,geodetic,"Fundamental point: Robertsfield. Latitude: 6°13'53.02""N, longitude: 10°21'35.44""W (of Greenwich).",1964,7012,8901,3270,Topographic mapping.,,"NIMA http://earth-info.nima.mil/",OGP,2008-06-24,2003.362 2005.460 2008.045,0,"D_Liberia_1964"
-6252,Lome,geodetic,,,7011,8901,1232,Topographic mapping.,,,OGP,1995-06-02,,0,"D_Lome"
-6253,Luzon 1911,geodetic,"Fundamental point: Balacan. Latitude: 13°33'41.000""N, longitude: 121°52'03.000""E (of Greenwich).",1911,7008,8901,1190,Topographic mapping.,"Replaced by Philippine Reference system of 1992 (datum code 6683).",Coast and Geodetic Survey,OGP,2008-06-24,2004.730 2008.045,0,"D_Luzon_1911"
-6254,Hito XVIII 1963,geodetic,Chile-Argentina boundary survey.,1963,7022,8901,1303,Geodetic survey.,Used in Tierra del Fuego.,Various oil company records.,OGP,1995-06-02,,0,"D_Hito_XVIII_1963"
-6255,Herat North,geodetic,"Fundamental point: Herat North. Latitude: 34°23'09.08""N, longitude: 64°10'58.94""E (of Greenwich).",,7022,8901,1024,Topographic mapping.,,"NIMA http://earth-info.nima.mil/",OGP,2008-06-24,2003.362 2005.460 2008.045,0,"D_Herat_North"
-6256,Mahe 1971,geodetic,"Fundamental point: Mahe.",1971,7012,8901,1208,Topographic mapping.,,,OGP,1995-06-02,,0,"D_Mahe_1971"
-6257,Makassar,geodetic,"Fundamental point: station P1, Moncongloe. Latitude: 5°08'41.42""S, long 119°24'14.94""E (of Greenwich).",,7004,8901,1316,Topographic mapping.,,"NIMA http://earth-info.nima.mil/",OGP,2008-06-24,2003.361 2005.460 2008.045,0,"D_Makassar"
-6258,European Terrestrial Reference System 1989,geodetic,Fixed to the stable part of the Eurasian continental plate and consistent with ITRS at the epoch 1989.0.,1989,7019,8901,1298,Geodetic survey.,"The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used for the realisation.",,OGP,2003-08-14,1997.110 1997.550 1999.111 2000.720 2003.260,0,"D_ETRS_1989"
-6259,Malongo 1987,geodetic,"Fundamental point: Station Y at Malongo base camp. Latitude: 5°23'30.810""S, longitude: 12°12'01.590""E (of Greenwich).",1987,7022,8901,3180,Oil industry offshore exploration and production from 1987.,"Replaced Mhast (offshore) (code 6705) in 1987. Origin coordinates constrained to those of Mhast (offshore) but other station coordinates differ. References to ""Mhast"" since 1987 often should have stated ""Malongo 1987"".",Chevron Petroleum Technology.,OGP,2008-06-24,2005.751 2008.045,0,"D_Malongo_1987"
-6260,Manoca,geodetic,,,7012,8901,1060,Topographic mapping.,,,OGP,1995-06-02,,1,"D_Manoca"
-6261,Merchich,geodetic,"Fundamental point: Merchich. Latitude: 33°26'59.672""N, longitude: 7°33'27.295""W (of Greenwich).",1922,7011,8901,3280,Topographic mapping.,,,OGP,2008-06-24,2003.361 2008.045,0,"D_Merchich"
-6262,Massawa,geodetic,,,7004,8901,1089,Topographic mapping.,,,OGP,1995-06-02,,0,"D_Massawa"
-6263,Minna,geodetic,"Fundamental point: Minna base station L40. Latitude: 9°38'08.87""N, longitude: 6°30'58.76""E (of Greenwich).",,7012,8901,1178,Topographic mapping.,,"NIMA http://earth-info.nima.mil/",OGP,2008-06-24,2003.361 2005.460 2008.045,0,"D_Minna"
-6264,Mhast,geodetic,,,7022,8901,1318,Coastal hydrography.,,,OGP,1995-06-02,,1,"D_Mhast"
-6265,Monte Mario,geodetic,"Fundamental point: Monte Mario. Latitude: 41°55'25.51""N, longitude: 12°27'08.4""E (of Greenwich).",1940,7022,8901,3343,Topographic mapping.,"Replaced Genova datum, Bessel 1841 ellipsoid, from 1940.",,OGP,2008-06-24,2003.360 2008.045,0,"D_Monte_Mario"
-6266,"M'poraloko",geodetic,,,7011,8901,1100,Topographic mapping.,,,OGP,1995-06-02,,0,"D_Mporaloko"
-6267,North American Datum 1927,geodetic,"Fundamental point: Meade's Ranch. Latitude: 39°13'26.686""N, longitude: 98°32'30.506""W (of Greenwich).",1927,7008,8901,1349,Topographic mapping.,"In North America, replaced by North American Datum 1983 (NAD83)",,OGP,2008-06-24,2008.024 2008.045,0,"D_North_American_1927"
-6268,NAD Michigan,geodetic,"Fundamental point: Meade's Ranch. Latitude: 39°13'26.686""N, longitude: 98°32'30.506""W (of Greenwich).",,7009,8901,1391,Topographic mapping.,,,OGP,2008-06-24,2008.045,0,"D_North_American_Michigan"
-6269,North American Datum 1983,geodetic,Origin at geocentre.,1986,7019,8901,1350,Topographic mapping.,"Although the 1986 adjustment included connections to Greenland and Mexico, it has not been adopted there. In Canada and US, replaced NAD27.",,OGP,2008-04-11,2006.464 2008.024,0,"D_North_American_1983"
-6270,Nahrwan 1967,geodetic,"Fundamental point: Nahrwan south base.  Latitude: 33°19'10.87""N, longitude: 44°43'25.54""E (of Greenwich).",1967,7012,8901,1351,Topographic mapping.,"In Iraq, replaces Nahrwan 1934.",,OGP,2008-06-24,2006.340 2008.045,0,"D_Nahrwan_1967"
-6271,Naparima 1972,geodetic,"Fundamental point: Naparima. Latitude: 10°16'44.860""N, longitude: 61°27'34.620""W (of Greenwich).",1972,7022,8901,1322,Topographic mapping.,Naparima 1972 is an extension of the Naparima 1955 network of Trinidad to include Tobago.,Ordnance Survey International.,OGP,2008-06-24,2008.045,0,"D_Naparima_1972"
-6272,New Zealand Geodetic Datum 1949,geodetic,"Fundamental point: Papatahi. Latitude: 41°19' 8.900""S, longitude: 175°02'51.000""E (of Greenwich).",1949,7022,8901,3285,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by New Zealand Geodetic Datum 2000 (code 6167) from March 2000.","Land Information New Zealand. http://www.linz.govt.nz/rcs/linz/pub/web/root/core/SurveySystem/GeodeticInfo/GeodeticDatums/nzgd2000factsheet/index.jsp",OGP,2008-06-24,2000.702 2004.110 2008.045,0,"D_New_Zealand_1949"
-6273,NGO 1948,geodetic,"Fundamental point: Oslo observatory. Latitude: 59°54'43.7""N, longitude: 10°43'22.5""E (of Greenwich).",1948,7005,8901,1352,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"EuroGeographics; http://crs.bkg.bund.de/crs-eu/",OGP,2008-06-24,2003.362 2008.045,0,"D_NGO_1948"
-6274,Datum 73,geodetic,"Fundamental point:  TF4, Melrica. Latitude: 39°41'37.30""N, longitude: 8°07'53.31""W (of Greenwich).",1964,7022,8901,1294,Topographic mapping.,,"Instituto Geografico e Cadastral; Lisbon",OGP,2008-06-24,2008.045,0,"D_Datum_73"
-6275,Nouvelle Triangulation Francaise,geodetic,"Fundamental point: Pantheon. Latitude: 48°50'46.522""N, longitude: 2°20'48.667""E (of Greenwich).",1895,7011,8901,1326,Topographic mapping.,,,OGP,2008-06-24,2003.361 2008.045,0,"D_NTF"
-6276,NSWC 9Z-2,geodetic,,,7025,8901,1262,Satellite navigation.,Transit precise ephemeris before 1991.,,OGP,1995-06-02,,0,"D_NSWC_9Z_2"
-6277,OSGB 1936,geodetic,"Fundamental point: Pre 2002: Herstmonceux, Latitude: 50°51'55.271""N, longitude: 0°20'45.882""E (of Greenwich). From April 2002 the datum is defined through the application of the OSTN02 transformation (tfm code 1039) to ETRS89.",1936,7001,8901,1264,Topographic mapping.Topographic mapping.Topographic mapping.Topographic mapping.,,Ordnance Survey of Great Britain,OGP,2008-06-24,2002.620 2008.045,0,"D_OSGB_1936"
-6278,"OSGB 1970 (SN)",geodetic,"Fundamental point: Herstmonceux. Latitude: 50°51'55.271""N, longitude: 0°20'45.882""E (of Greenwich).",1970,7001,8901,1264,Scientific network.,,,OGP,2008-06-24,2005.880 2008.045,0,"D_OSGB_1970_SN"
-6279,"OS (SN) 1980",geodetic,"Fundamental point: Herstmonceux. Latitude: 50°51'55.271""N, longitude: 0°20'45.882""E (of Greenwich).",1980,7001,8901,1354,Scientific network.,,,OGP,2008-06-24,2008.045,0,"D_OS_SN_1980"
-6280,Padang 1884,geodetic,"Fundamental point: Padang.",1884,7004,8901,1355,Topographic mapping.,,,OGP,1995-06-02,,0,"D_Padang_1884"
-6281,Palestine 1923,geodetic,"Fundamental point: Point 82'M  Jerusalem. Latitude: 31°44' 2.749""N, longitude: 35°12'43.490""E (of Greenwich).",1923,7010,8901,1356,Topographic mapping.,,,OGP,2008-06-24,2004.150 2008.045,0,"D_Palestine_1923"
-6282,Congo 1960 Pointe Noire,geodetic,"Fundamental point: Point Noire Astro. Latitude: 4°47'00.10""S, longitude: 11°51'01.55""E (of Greenwich).",1960,7011,8901,1072,Topographic mapping.,,Elf,OGP,2008-06-24,2002.050 2003.361 2008.045,0,"D_Pointe_Noire"
-6283,Geocentric Datum of Australia 1994,geodetic,ITRF92 at epoch 1994.0.,1994,7019,8901,2575,"Topographic mapping, geodetic survey.",Coincident with WGS84 to within 1 metre.,"Australian Surveying and Land Information Group Internet WWW page. http://www.auslig.gov.au/geodesy/datums/gda.htm#specs",OGP,1995-06-02,,0,"D_GDA_1994"
-6284,Pulkovo 1942,geodetic,"Fundamental point: Pulkovo observatory. Latitude: 59°46'18.550""N, longitude: 30°19'42.090""E (of Greenwich).",1942,7024,8901,2423,Topographic mapping.,,,OGP,2008-09-24,2008.011 2008.045,0,"D_Pulkovo_1942"
-6285,Qatar 1974,geodetic,"Fundamental point: Station G3.",1974,7022,8901,1346,Topographic mapping.,,,OGP,2001-08-28,2001.270,0,"D_Qatar"
-6286,Qatar 1948,geodetic,"Fundamental point: Sokey 0 M. Latitude: 25°22'56.500""N, longitude: 50°45'41.000""E (of Greenwich).",1948,7020,8901,1346,Topographic mapping.,,,OGP,2008-06-24,2008.045,0,"D_Qatar_1948"
-6287,Qornoq,geodetic,,1927,7022,8901,1107,Topographic mapping.,,,OGP,1995-06-02,,1,"D_Qornoq"
-6288,Loma Quintana,geodetic,"Fundamental point: Loma Quintana.",,7022,8901,1313,Topographic mapping.,"Replaced by La Canoa (code 6247).",,OGP,1995-06-02,,0,"D_Loma_Quintana"
-6289,Amersfoort,geodetic,"Fundamental point: Amersfoort. Latitude: 52°09'22.178""N, longitude: 5°23'15.478""E (of Greenwich).",,7004,8901,1275,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"http://www.rdnap.nl/",OGP,2008-06-24,2000.560 2003.361 2005.460 2008.045,0,"D_Amersfoort"
-6291,South American Datum 1969,geodetic,,1969,7036,8901,1358,Topographic mapping.,"SAD69 uses GRS67 ellipsoid with 1/f to exactly 2 decimal places.  Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252.  Error introduced if not using the truncated precision is 0 to 31mm.",,OGP,1996-10-18,1996.090 1997.252,1,"D_South_American_1969"
-6292,Sapper Hill 1943,geodetic,,1943,7022,8901,3247,Topographic mapping.,,,OGP,1995-06-02,,0,"D_Sapper_Hill_1943"
-6293,Schwarzeck,geodetic,"Fundamental point: Schwarzeck. Latitude: 22°45'35.820""S, longitude: 18°40'34.549""E (of Greenwich). Fixed during German South West Africa-British Bechuanaland boundary survey of 1898-1903.",,7046,8901,1169,Topographic mapping.,,"Private Communication, Directorate of Surveys and Land Information, Cape Town.",OGP,2008-06-24,2001.150 2003.362 2008.045,0,"D_Schwarzeck"
-6294,Segora,geodetic,,,7004,8901,1359,Topographic mapping.,,,OGP,1995-06-02,,1,"D_Segora"
-6295,Serindung,geodetic,"Fundamental point: Ep A. Latitude: 1°06'10.60""N, longitude: 105°00'59.82""E (of Greenwich).",,7004,8901,1360,Topographic mapping.,,"NIMA http://earth-info.nima.mil/",OGP,2008-06-24,2003.362 2005.460 2008.045,0,"D_Serindung"
-6296,Sudan,geodetic,,,7011,8901,1361,Topographic mapping.,,,OGP,1995-06-02,,1,"D_Sudan"
-6297,Tananarive 1925,geodetic,"Fundamental point: Tananarive observatory. Latitude: 18°55'02.10""S, longitude: 47°33'06.75""E (of Greenwich).",2025,7022,8901,3273,Topographic mapping.,,IGN Paris,OGP,2008-06-24,2003.361 2008.045,0,"D_Tananarive_1925"
-6298,Timbalai 1948,geodetic,"Fundamental point: Station P85 at Timbalai. Latitude: 5°17' 3.548""N, longitude: 115°10'56.409""E (of Greenwich).",1948,7016,8901,1362,Topographic mapping.,"In 1968, the original adjustment was densified in Sarawak and extended to Sabah.",Defence Geographic Centre.,OGP,2008-06-24,2006.252 2008.045,0,"D_Timbalai_1948"
-6299,TM65,geodetic,Adjusted to best mean fit 12 stations of the OSNI 1952 primary adjustment.,1965,7002,8901,1305,Topographic mapping.,"Differences between OSNI 1952 and TM65 at these stations are RMS 0.25m east, 0.23m north, maximum vector 0.57m. TM65 replaced by and not to be confused with Geodetic Datum of 1965 alias 1975 Mapping Adjustment or TM75 (datum code 6300).","""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,2003-06-27,2002.621,0,"D_TM65"
-6300,Geodetic Datum of 1965,geodetic,Adjusted to best mean fit 9 stations of the OSNI 1952 primary adjustment in Northern Ireland plus the 1965 values of 3 stations in the Republic of Ireland.,1975,7002,8901,1305,"Geodetic survey, topographic mapping and engineering survey.","Differences from the 1965 adjustment (datum code 6299) are: average difference in Eastings 0.092m; average difference in Northings 0.108m; maximum vector difference 0.548m.","""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,2003-06-27,2002.621,0,"D_TM75"
-6301,Tokyo,geodetic,"Fundamental point: Nikon-Keido-Genten. Latitude: 35°39'17.5148""N, longitude: 139°44'40.5020""E (of Greenwich).",,7004,8901,1364,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by Japanese Geodetic Datum 2000 (code 6611).","Geographic Survey Institute; Japan; Bulletin 40 (March 1994).  Also http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html",OGP,2008-06-24,1998.460 2002.080 2008.045,0,"D_Tokyo"
-6302,Trinidad 1903,geodetic,"Station 00, Harbour Master's Flagstaff, Port of Spain. ¶Trinidad 1903 / Trinidad Grid coordinates (Clarke's links): 333604.30 E, 436366.91 N (Latitude: 10°38'39.01""N,  Longitude: 61°30'38.00""W of Greenwich)",1903,7007,8901,1339,Topographic mapping.,,"""Land Surveyor's Handbook"", 1935, published under the direction of JW MacGillivray, Surveyor General, Land & Survey's Department, Trinidad & Tobago.",OGP,2008-06-24,2003.362 2004.130 2008.045,0,"D_Trinidad_1903"
-6303,Trucial Coast 1948,geodetic,"Fundamental point: TC1. Latitude: 25°23'50.190""N, longitude: 55°26'43.950""E (of Greenwich).",1948,7020,8901,1363,Oil industry mapping.,,,OGP,2008-06-24,2008.045,0,"D_Trucial_Coast_1948"
-6304,Voirol 1875,geodetic,"Fundamental point: Voirol. Latitude: 36°45'07.927""N, longitude: 3°02'49.435""E of Greenwich. Uses RGS (and old IGN) value of 2°20'13.95""for Greenwich-Paris meridian difference.",1875,7011,8901,1365,Topographic mapping.,"Replaced by Voirol 1879 (code 6671).",IGN Paris,OGP,2008-06-24,2003.361 2008.045,0,"D_Voirol_1875"
-6306,Bern 1938,geodetic,"Fundamental point: Old Bern observatory. Latitude: 46°57'07.890""N, longitude: 7°26'22.335""E (of Greenwich).",1938,7004,8901,1286,Topographic mapping.,"This redetermination of the coordinates of fundamental point is used for scientific purposes and as the graticule overprinted on topographic maps constructed on the CH1903 / LV03 projected CS (code 21781).","""Die Projektionen der schweizerischen Plan- und Kartenwerke""; J. Bolliger 1967",OGP,2008-06-24,2008.045,0,"D_Bern_1938"
-6307,Nord Sahara 1959,geodetic,"Coordinates of primary network readjusted on ED50 datum and then transformed conformally to Clarke 1880 (RGS) ellipsoid.",1959,7012,8901,1365,Topographic mapping.,"Sometimes incorrectly referred to as Voirol Unifie 1960. Voirol Unifie 1960 is NOT a datum:  it is two projected coordinate systems based on  Nord Sahara 1959.  See coordinate system codes 30791 and 30792.","""Le System Geodesique Nord-Sahara""; IGN Paris",OGP,2006-01-16,1999.620 2003.361 2005.880,0,"D_Nord_Sahara_1959"
-6308,Stockholm 1938,geodetic,"Fundamental point: Stockholm observatory.",1938,7004,8901,3313,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by RT90 adjustment (datum code 6124)",,OGP,1996-04-12,,0,"D_Stockholm_1938"
-6309,Yacare,geodetic,"Fundamental point: Yacare. Latitude: 30°35'53.68""S, longitude: 57°25'01.30""W (of Greenwich).",,7022,8901,1247,Topographic mapping.,,"NIMA http://earth-info.nima.mil/",OGP,2008-06-24,2003.362 2005.460 2008.045,0,"D_Yacare"
-6310,Yoff,geodetic,"Fundamental point: Yoff. Latitude: 14°44'41.62""N, longitude: 17°29'07.02""W (of Greenwich).",,7011,8901,1207,Topographic mapping.,,,OGP,2008-06-24,2003.362 2008.045,0,"D_Yoff"
-6311,Zanderij,geodetic,,,7022,8901,1222,Topographic mapping.,,,OGP,1995-06-02,,0,"D_Zanderij"
-6312,Militar-Geographische Institut,geodetic,"Fundamental point: Hermannskogel. Latitude: 48°16'15.29""N, longitude: 16°17'41.06""E (of Greenwich).",1901,7004,8901,1037,Geodetic survey.,"The longitude of the datum origin equates to a value for the Ferro meridian of 17°40' exactly west of Greenwich.","Bundesamt fur Eich- und Vermessungswesen; Wien",OGP,2009-05-21,2008.045 2009.015,0,"D_MGI"
-6313,Reseau National Belge 1972,geodetic,"Fundamental point: Uccle observatory. Latitude: 50°47'57.704""N, longitude: 4°21'24.983""E (of Greenwich).",1972,7022,8901,1347,Topographic mapping.,,,OGP,2008-06-24,2008.045,0,"D_Belge_1972"
-6314,Deutsches Hauptdreiecksnetz,geodetic,"Fundamental point: Rauenberg. Latitude: 52°27'12.021""N, longitude: 13°22'04.928""E (of Greenwich).  This station was destroyed in 1910 and the station at Potsdam substituted as the fundamental point.",,7004,8901,2326,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"BKG via EuroGeographics. http://crs.bkg.bund.de",OGP,2008-06-24,2001.511 2006.410 2008.045,0,"D_Deutsches_Hauptdreiecksnetz"
-6315,Conakry 1905,geodetic,"Fundamental point: Conakry. Latitude: 10.573766g N, longitude: 17.833682g W (of Paris).",1905,7011,8901,3257,Topographic mapping.,,,OGP,1995-06-02,,0,"D_Conakry_1905"
-6316,Dealul Piscului 1930,geodetic,"Fundamental point: latitude 44°24'33.9606""N, longitude 26°06'44.8772""E (of Greenwich).",1930,7022,8901,3295,Topographic mapping.,"Replaced by Pulkovo 1942(58) (datum code 6179)",Institute for Geodesy Photogrametry and Land Management,OGP,2008-09-24,2008.011 2008.045,0,"D_Dealul_Piscului_1933"
-6317,Dealul Piscului 1970,geodetic,"Fundamental point: latitude 44°24'23.7709""N, longitude 26°06'44.1265""E (of Greenwich).",1970,7024,8901,1197,Topographic mapping.,"Replaces 1933 adjustment (datum code 6316)",Institute for Geodesy Photogrametry and Land Management,OGP,2008-06-24,2008.045,1,"D_Dealul_Piscului_1970"
-6318,National Geodetic Network,geodetic,,1993,7030,8901,3267,Geodetic survey.,Replaces 1984 adjustment which used the WGS72 ellipsoid.,,OGP,2004-06-16,2004.410,0,"D_NGN"
-6319,Kuwait Utility,geodetic,,,7019,8901,1310,"Cadastre, engineering survey.",,,OGP,1996-04-12,,0,"D_Kuwait_Utility"
-6322,World Geodetic System 1972,geodetic,Developed from a worldwide distribution of terrestrial and geodetic satellite observations and defined through a set of station coordinates.,1972,7043,8901,1262,Satellite navigation.,Used by GPS before 1987. For Transit satellite positioning see also WGS 72BE.,"NIMA http://earth-info.nima.mil/",OGP,2006-08-24,1999.030 2003.362 2005.460 2006.820,0,"D_WGS_1972"
-6324,WGS 72 Transit Broadcast Ephemeris,geodetic,,1972,7043,8901,1262,Satellite navigation.,Alleged datum for use with Transit broadcast ephemeris prior to 1989. Relationship to WGS 72 has changed over time.,,OGP,2006-08-24,1999.030 2006.820,0,"D_WGS_1972_BE"
-6326,World Geodetic System 1984,geodetic,"Defined through a consistent set of station coordinates. These have changed with time: by 0.7m on 29/6/1994 [WGS 84 (G730)], a further 0.2m on 29/1/1997 [WGS 84 (G873)] and a further 0.06m on 20/1/2002 [WGS 84 (G1150)].",1984,7030,8901,1262,Satellite navigation.,"EPSG's WGS 84 datum has been the then current realisation. No distinction is made between the original WGS 84 frame, WGS 84 (G730), WGS 84 (G873) and WGS 84 (G1150). Since 1997, WGS 84 has been maintained within 10cm of the then current ITRF.","NIMA TR8350.2 June 2004 revision. http://earth-info.nga.mil/GandG/publications/tr8350.2/tr8350_2.html and ¶http://gis-lab.info/docs/nima-tr8350.2-addendum.pdf",OGP,2006-08-25,2002.151 2002.890 2003.270 2005.460 2005.550 2006.810,0,"D_WGS_1984"
-6600,Anguilla 1957,geodetic,"Fundamental point: station A4, Police.",1957,7012,8901,3214,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,1999-04-22,,0,"D_Anguilla_1957"
-6601,Antigua 1943,geodetic,"Fundamental point: station A14.",1943,7012,8901,1273,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,1999-04-22,,0,"D_Antigua_1943"
-6602,Dominica 1945,geodetic,"Fundamental point: station M12.",1945,7012,8901,3239,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,1999-04-22,,0,"D_Dominica_1945"
-6603,Grenada 1953,geodetic,"Fundamental point: station GS8, Sante Marie.",1953,7012,8901,1551,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,2006-02-09,2006.030,0,"D_Grenada_1953"
-6604,Montserrat 1958,geodetic,"Fundamental point: station M36.",1958,7012,8901,3279,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,1999-04-22,,0,"D_Montserrat_1958"
-6605,St. Kitts 1955,geodetic,"Fundamental point: station K12.",1955,7012,8901,3297,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,1999-04-22,,0,"D_St_Kitts_1955"
-6606,St. Lucia 1955,geodetic,"Fundamental point: station DCS3.",1955,7012,8901,3298,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,1999-04-22,,0,"D_St_Lucia_1955"
-6607,St. Vincent 1945,geodetic,"Fundamental point: station V1, Fort Charlotte.",1945,7012,8901,3300,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,2006-02-09,2006.030,0,"D_St_Vincent_1945"
-6608,"North American Datum 1927 (1976)",geodetic,"Fundamental point: Meade's Ranch. Latitude: 39°13'26.686""N, longitude: 98°32'30.506""W (of Greenwich).",1976,7008,8901,1367,"Geodetic survey, cadastre, topographic mapping, engineering survey.","NAD27(76) used in Ontario for all maps at scale 1/20 000 and larger; elsewhere in Canada for selected purposes.",Geodetic Survey of Canada.,OGP,2008-06-24,2008.045,0,"D_NAD_1927_Definition_1976"
-6609,"North American Datum 1927 (CGQ77)",geodetic,"Fundamental point: Meade's Ranch. Latitude: 39°13'26.686""N, longitude: 98°32'30.506""W (of Greenwich).",1977,7008,8901,1368,"Geodetic survey, cadastre, topographic mapping, engineering survey.","NAD27 (CGQ77) used in Quebec for all maps at scale 1/20 000 and larger; generally for maps issued by the Quebec cartography office whose reference system is CGQ77.","Geodetic Service of Quebec.  Contact alain.bernard at mrn.gouv.qc.ca",OGP,2008-06-24,2008.045,0,"D_NAD_1927_CGQ77"
-6610,Xian 1980,geodetic,,1980,7049,8901,3228,"Geodetic survey, topographic and engineering survey.",,BP,OGP,2002-02-12,,0,"D_Xian_1980"
-6611,Hong Kong 1980,geodetic,"Fundamental point: Trig ""Zero"", 38.4 feet south along the transit circle of the Kowloon Observatory. Latitude 22°18'12.82"", longitude 114°10'18.75""E (of Greenwich).",1980,7022,8901,1118,"Geodetic survey, topgraphic and engineering survey, cadastre.","Replaces Hong Kong 1963 and Hong Kong 1963(67).","Survey and Mapping Office, Lands Department. http://www.info.gov.hk/landsd/mapping/tindex.htm",OGP,2008-06-24,2005.260 2008.045,0,"D_Hong_Kong_1980"
-6612,Japanese Geodetic Datum 2000,geodetic,ITRF94 at epoch 1997.0,2000,7019,8901,1129,"Geodetic survey, topographic and engineering survey.","Instigated under amendment to the Japanese Surveying Law with effect from April 2002. Replaces Tokyo datum (code 6301).","Japanese Survey Federation and Geographical Survey Institute http://www.gsi.go.jp/ENGLISH/RESEARCH/BULLETIN/vol-45/45abst1.htm",OGP,2002-06-22,,0,"D_JGD_2000"
-6613,Gunung Segara,geodetic,"Station P5 (Gunung Segara). Latitude 0°32'12.83""S, longitude 117°08'48.47""E (of Greenwich).",,7004,8901,1360,Topographic mapping.,,TotalFinaElf.,OGP,2008-06-24,2008.045,0,"D_Gunung_Segara"
-6614,Qatar National Datum 1995,geodetic,Defined by transformation from WGS 84 - see coordinate operation code 1840.,1995,7022,8901,1346,Topographic mapping.,,Qatar Centre for Geographic Information.,OGP,2002-06-28,,0,"D_QND_1995"
-6615,Porto Santo 1936,geodetic,SE Base on Porto Santo island.,1936,7022,8901,1314,Topographic mapping.,"Replaced by 1995 adjustment (datum code 6663). For Selvagens see Selvagem Grande (code 6616).","Instituto Geografico e Cadastral Lisbon http://www.igeo.pt",OGP,2003-08-14,2003.231 2003.232,0,"D_Porto_Santo_1936"
-6616,Selvagem Grande,geodetic,,,7022,8901,2779,Topographic mapping.,,"Instituto Geografico e Cadastral Lisbon http://www.igeo.pt",OGP,2003-08-14,2003.232,0,
-6618,South American Datum 1969,geodetic,"Fundamental point: Chua. Geodetic latitude: 19°45'41.6527""S; geodetic longitude: 48°06'04.0639""W (of Greenwich). (Astronomic coordinates: Latitude 19°45'41.34""S +/- 0.05"", longitude 48°06'07.80""W +/- 0.08"").",1969,7050,8901,1358,Topographic mapping.,"SAD69 uses GRS 1967 ellipsoid but with 1/f to exactly 2 decimal places.",DMA 1974.,OGP,2008-06-24,2003.362 2008.045,0,"D_South_American_1969"
-6619,SWEREF99,geodetic,Densification of ETRS89.,1982,7019,8901,1225,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"National Land Survey of Sweden http://www.lantmateriet.se",OGP,2002-09-19,,0,"D_SWEREF99"
-6620,Point 58,geodetic,"Fundamental point: Point 58. Latitude: 3°58'37.040""N, longitude: 12°52'44.045""E (of Greenwich).",1969,7012,8901,2790,Geodetic survey,Used as the basis for computation of the 12th Parallel traverse conducted 1966-70 from Senegal to Chad and connecting to the Adindan triangulation in Sudan.,IGN Paris.,OGP,2008-06-24,2008.045,0,"D_Point_58"
-6621,Fort Marigot,geodetic,,,7022,8901,2828,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by RRAF 1991 (datum code 6640).",IGN Paris.,OGP,2002-11-29,,0,"D_Fort_Marigot"
-6622,Guadeloupe 1948,geodetic,,1948,7022,8901,2829,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by RRAF 1991 (datum code 6640).",IGN Paris.,OGP,2004-10-14,2004.561,0,"D_Sainte_Anne"
-6623,Centre Spatial Guyanais 1967,geodetic,"Fundamental point: Kourou-Diane. Latitude: 5°15'53.699""N, longitude: 52°48'09.149""W (of Greenwich).",1967,7022,8901,3105,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by RGFG95 (code 6624).",IGN Paris.,OGP,2008-06-24,2004.562 2008.045,0,"D_CSG_1967"
-6624,Reseau Geodesique Francais Guyane 1995,geodetic,ITRF93 at epoch 1995.0,1995,7019,8901,1097,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces CSG67 (datum code 6623).",IGN Paris.,OGP,2002-11-29,,0,"D_RGFG_1995"
-6625,Martinique 1938,geodetic,"Fundamental point: Fort Desaix. Latitude: 14°36'54.090""N, longitude: 61°04'04.030""W (of Greenwich).",1938,7022,8901,3276,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by RRAF 1991 (datum code 6640).",IGN Paris.,OGP,2008-06-24,2004.561 2008.045,0,"D_Fort_Desaix"
-6626,Reunion 1947,geodetic,"Fundamental point: Piton des Neiges (Borne). Latitude: 21°05'13.119""S, longitude: 55°29'09.193""E (of Greenwich).",1947,7022,8901,3337,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by RGR92 (datum code 6627).",IGN Paris.,OGP,2008-06-24,2004.561 2008.045,0,"D_Reunion_1947"
-6627,Reseau Geodesique de la Reunion 1992,geodetic,ITRF91 at epoch 1993.0,1992,7019,8901,1196,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Piton des Neiges (code 6626).",IGN Paris.,OGP,2006-08-18,2006.770,0,"D_RGR_1992"
-6628,Tahiti 52,geodetic,"Fundamental point: Tahiti North Base. Latitude: 17°38'10.0""S, longitude: 149°36'57.8""W (of Greenwich).",1952,7022,8901,2811,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by Tahiti 79 (datum code 6690) in Tahiti and Moorea 87 (code 6691) in Moorea.","Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,2008-06-24,2005.380 2008.045,0,"D_Tahiti_1952"
-6629,Tahaa 54,geodetic,"Fundamental point: Tahaa East Base. Latitude: 16°33'20.97""S, longitude: 151°29'06.25""W (of Greenwich).",1954,7022,8901,2812,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by RGPF (datum code 6687).","Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,2008-06-24,2005.380 2008.045,0,"D_Tahaa_1954"
-6630,IGN72 Nuku Hiva,geodetic,"Fundamental point: Taiohae. Latitude: 8°55'03.97""S, longitude: 140°05'36.24""W (of Greenwich).",1972,7022,8901,3129,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by RGPF (datum code 6687).","Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,2008-06-24,2005.380 2008.045,0,"D_IGN72_Nuku_Hiva"
-6631,K0 1949,geodetic,,1949,7022,8901,2816,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,OGP,2002-11-29,,1,"D_K0_1949"
-6632,Combani 1950,geodetic,,1950,7022,8901,3340,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,OGP,2002-11-29,,0,"D_Combani_1950"
-6633,IGN56 Lifou,geodetic,South end of the Goume base.,1956,7022,8901,2814,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-21,2006.620,0,"D_IGN56_Lifou"
-6634,IGN72 Grande Terre,geodetic,North end of Gomen base.,1972,7022,8901,2822,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-21,2006.620,0,"D_IGN72_Grande_Terre"
-6635,ST87 Ouvea,geodetic,,1987,7022,8901,2813,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Service Topographique de la Nouvelle Caledonie.,OGP,2002-11-29,,1,"D_ST87_Ouvea"
-6636,Petrels 1972,geodetic,"Fundamental point: Astro station DZ on Ile de Petrels. Latitude: 66°40'00""S, longitude: 140°00'46""E (of Greenwich).",1972,7022,8901,2817,"Geodetic survey,  topographic mapping.",,IGN Paris.,OGP,2008-06-24,2008.045,0,"D_Petrels_1972"
-6637,Pointe Geologie Perroud 1950,geodetic,"Fundamental point: Astro station G.0 on Pointe Geologie. Latitude: 66°39'30""S, longitude: 140°01'00""E (of Greenwich).",1950,7022,8901,2818,"Geodetic survey,  topographic mapping.",,IGN Paris.,OGP,2008-06-24,2008.045,0,"D_Pointe_Geologie_Perroud_1950"
-6638,Saint Pierre et Miquelon 1950,geodetic,,1950,7008,8901,1220,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,OGP,2006-02-03,2006.060,0,"D_Saint_Pierre_et_Miquelon_1950"
-6639,MOP78,geodetic,,1978,7022,8901,2815,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,OGP,2002-11-29,,0,"D_MOP78"
-6640,Reseau de Reference des Antilles Francaises 1991,geodetic,WGS 84 coordinates of a single station determined during the 1988 Tango mission.,1991,7030,8901,2824,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Fort Marigot and Sainte Anne (datum codes 6621-22) in Guadeloupe and Fort Desaix (datum code 6625) in Martinique.",IGN Paris.,OGP,2004-03-26,2004.200,0,"D_RRAF_1991"
-6641,IGN53 Mare,geodetic,South-east end of the La Roche base.,1953,7022,8901,2819,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-21,2006.620,0,"D_IGN53_Mare"
-6642,ST84 Ile des Pins,geodetic,"Fundamental point: Pic Nga.",1984,7022,8901,2820,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-21,2006.620,0,"D_ST84_Ile_des_Pins"
-6643,ST71 Belep,geodetic,,1971,7022,8901,2821,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Service Topographique de la Nouvelle Caledonie.,OGP,2002-11-29,,0,"D_ST71_Belep"
-6644,NEA74 Noumea,geodetic,Noumea old signal station.,1974,7022,8901,2823,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-21,2006.620,0,"D_NEA74_Noumea"
-6645,Reseau Geodesique Nouvelle Caledonie 1991,geodetic,ITRF90 at epoch 1989.0,1989,7022,8901,1174,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Service Topographique de la Nouvelle Caledonie.,OGP,2002-11-29,,1,"D_RGNC_1991"
-6646,Grand Comoros,geodetic,"Fundamental point: M'Tsaoueni.  Latitude: 11°28'32.200""S, longitude: 43°15'42.315""E (of Greenwich).",,7022,8901,2807,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,OGP,2008-06-24,2008.045,0,"D_Grand_Comoros"
-6647,International Terrestrial Reference Frame 1988,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1988,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1988.0. Replaced by ITRF89 (code 6648).","International Earth Rotation Service (IERS) Annual Report for 1988. Also IGN Paris http://lareg.ensg.ign.fr/ITRF",OGP,2006-10-13,2006.770 2006.892,0,
-6648,International Terrestrial Reference Frame 1989,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1989,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1989.0. Replaces ITRF88 (code 6647). Replaced by ITRF90 (code 6649).","International Earth Rotation Service (IERS) Technical Note No. 6. Also IGN Paris http://lareg.ensg.ign.fr/ITRF",OGP,2006-10-13,2006.770 2006.892,0,
-6649,International Terrestrial Reference Frame 1990,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1990,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1990.0. Replaces ITRF89 (code 6648). Replaced by ITRF91 (code 6650).","International Earth Rotation Service (IERS) Technical Note No. 9. Also IGN Paris http://lareg.ensg.ign.fr/ITRF",OGP,2006-10-13,2006.770 2006.892,0,
-6650,International Terrestrial Reference Frame 1991,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1991,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1991.0. Replaces ITRF90 (code 6649). Replaced by ITRF92 (code 6651).","International Earth Rotation Service (IERS) Technical Note No. 12. Also IGN Paris http://lareg.ensg.ign.fr/ITRF",OGP,2006-10-13,2006.770 2006.892,0,
-6651,International Terrestrial Reference Frame 1992,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1992,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1992.0. Replaces ITRF91 (code 6650). Replaced by ITRF93 (code 6652).","International Earth Rotation Service (IERS) Technical Note No. 15. Also IGN Paris http://lareg.ensg.ign.fr/ITRF",OGP,2006-10-13,2006.770 2006.892,0,
-6652,International Terrestrial Reference Frame 1993,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1993,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1993.0. Replaces ITRF92 (code 6651). Replaced by ITRF94 (code 6653).","International Earth Rotation Service (IERS) Technical Note No. 18. Also IGN Paris http://lareg.ensg.ign.fr/ITRF",OGP,2006-10-13,2006.770 2006.892,0,
-6653,International Terrestrial Reference Frame 1994,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1994,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1994.0. Replaces ITRF93 (code 6652). Replaced by ITRF96 (code 6654).","International Earth Rotation Service (IERS) Technical Note No. 20. Also IGN Paris http://lareg.ensg.ign.fr/ITRF",OGP,2006-10-13,2006.770 2006.892,0,
-6654,International Terrestrial Reference Frame 1996,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1996,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1996.0. Replaces ITRF94 (code 6653). Replaced by ITRF97 (code 6655).","International Earth Rotation Service (IERS) Technical Note No. 24. Also IGN Paris http://lareg.ensg.ign.fr/ITRF",OGP,2006-10-13,2006.770 2006.892,0,
-6655,International Terrestrial Reference Frame 1997,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1997,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1997.0. Replaces ITRF96 (code 6654). Replaced by ITRF2000 (code 6656).","International Earth Rotation Service (IERS) Technical Note No. 27. Also IGN Paris http://lareg.ensg.ign.fr/ITRF",OGP,2006-10-13,2006.770 2006.892,0,
-6656,International Terrestrial Reference Frame 2000,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",2000,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 2000.0. Replaces ITRF97 (code 6655). Replaced by ITRF2005 (code 6758).","IGN Paris http://lareg.ensg.ign.fr/ITRF",OGP,2006-10-13,2006.770 2006.892,0,
-6657,Reykjavik 1900,geodetic,"Fundamental point:  Latitude: 64°08'31.88""N, longitude: 21°55'51.15""W (of Greenwich).",1900,7051,8901,3262,Medium scale topographic mapping.,,"Landmaelingar Islands (National Survey of Iceland).",OGP,2008-06-24,2008.045,0,"D_Reykjavik_1900"
-6658,Hjorsey 1955,geodetic,"Fundamental point:  Latitude: 64°31'29.26""N, longitude: 22°22'05.84""W (of Greenwich).",1955,7022,8901,3262,"1/50,000 scale topographic mapping.",,"Landmaelingar Islands (National Survey of Iceland).",OGP,2008-06-24,2008.045,0,"D_Hjorsey_1955"
-6659,Islands Network 1993,geodetic,ITRF93 at epoch 1993.6.,1996,7019,8901,1120,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Landmaelingar Islands (National Survey of Iceland).",OGP,2006-08-18,2006.770,0,"D_Islands_Network_1993"
-6660,Helle 1954,geodetic,,1954,7022,8901,2869,"Geodetic survey, topographic mapping..",,Statens kartverk.,OGP,2003-06-27,,0,"D_Helle_1954"
-6661,Latvia 1992,geodetic,Constrained to 4 ETRS89 points in Latvia from the EUREF Baltic 1992 campaign.,1992,7019,8901,1139,"Topographic mapping, geodetic survey.",Densification of ETRS89 during the 1992 Baltic campaign.,"Latvijas Republikas Valsts zemes dienests (State Land Service of the Republic of Latvia) via EuroGeographics. http://crs.bkg.bund.de/crs-eu/",OGP,2003-06-27,,0,"D_Latvia_1992"
-6663,Porto Santo 1995,geodetic,SE Base on Porto Santo island. Origin and orientation constrained to those of the 1936 adjustment.,1995,7022,8901,1314,Topographic mapping.,"Classical and GPS observations. Replaces 1936 adjustment (datum code 6615). ¶For Selvagens see Selvagem Grande (datum code 6616).","Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt/",OGP,2005-09-06,2005.460,0,"D_Porto_Santo_1995"
-6664,Azores Oriental Islands 1995,geodetic,"Fundamental point: Forte de São Bras. Origin and orientation constrained to those of the 1940 adjustment.",1940,7022,8901,1345,Topographic mapping.,"Classical and GPS observations. Replaces 1940 adjustment (datum code 6184).","Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt/",OGP,2005-09-06,2005.460,0,"D_Azores_Oriental_Islands_1995"
-6665,Azores Central Islands 1995,geodetic,"Fundamental point: Graciosa south west base. Origin and orientation constrained to those of the 1948 adjustment.",1948,7022,8901,1301,Topographic mapping.,"Classical and GPS observations. Replaces 1948 adjustment (datum code 6183).","Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt/",OGP,2005-09-06,2005.460,0,"D_Azores_Central_Islands_1995"
-6666,Lisbon 1890,geodetic,"Fundamental point: Castelo Sao Jorge, Lisbon. Latitude: 38°42'43.631""N, longitude: 9°07'54.862""W of Greenwich.",1937,7004,8901,1294,Topographic mapping.,"Replaced by Lisbon 1937 adjustment (which uses International 1924 ellipsoid).","Instituto Geografico e Cadastral Lisbon http://www.igeo.pt",OGP,2008-06-24,2003.361 2008.045,0,"D_Lisbon_1890"
-6667,Iraq-Kuwait Boundary Datum 1992,geodetic,Four stations established between September and December 1991 determined by GPS and Doppler observations.,1992,7030,8901,2876,International boundary demarcation,,"United Nations Iraq-Kuwait Boundary Demarcation Commission, Final Report, May 1993.",OGP,2003-09-01,,0,"D_Iraq_Kuwait_Boundary_1992"
-6668,European Datum 1979,geodetic,"Fundamental point: Potsdam (Helmert Tower). Latitude: 52°22'51.4456""N, longitude: 13°03'58.9283""E (of Greenwich).",1979,7022,8901,1297,Scientific network.,Replaced by 1987 adjustment.,,OGP,2008-06-24,2008.045,0,"D_European_1979"
-6670,Istituto Geografico Militaire 1995,geodetic,Network of 1296 points observed 1992-1995 and adjusted in 1996 constrained to 9 ETRS89 points. Densification of ETRS89 in Italy.,1995,7030,8901,1127,Geodetic survey and scientific study.,,ENI,OGP,2004-01-07,,0,"D_IGM_1995"
-6671,Voirol 1879,geodetic,"Fundamental point: Voirol. Latitude: 36°45'08.199""N, longitude: 3°02'49.435""E (of Greenwich). Uses RGS (and old IGN) value of 2°20'13.95""for Greenwich-Paris meridian difference.",1879,7011,8901,1365,Topographic mapping.,"Replaces Voirol 1875 (code 6304).",IGN Paris,OGP,2008-06-24,2008.045,0,"D_Voirol_1879"
-6672,Chatham Islands Datum 1971,geodetic,,1971,7022,8901,2889,"Geodetic survey, topographic mapping, engineering survey.","Replaced by Chatham Islands Datum 1979 (code 6673).","Office of Surveyor General (OSG) Technical Report 14, June 2001.",OGP,2004-02-17,,0,"D_Chatham_Island_1971"
-6673,Chatham Islands Datum 1979,geodetic,"Fundamental point: station Astro. Latitude: 43°57'23.60""S, longitude: 176°34'28.65""W (of Greenwich).",1979,7022,8901,2889,"Geodetic survey, topographic mapping, engineering survey.","Replaces Chatham Islands Datum 1971 (code 6672). Replaced by New Zealand Geodetic Datum 2000 (code 6167) from March 2000.","Office of Surveyor General (OSG) Technical Report 14, June 2001.",OGP,2008-06-24,2008.045,0,"D_Chatham_Islands_1979"
-6674,Sistema de Referencia Geocentrico para America del Sur 2000,geodetic,ITRF2000 at epoch 2000.40.,2000,7019,8901,3418,Geodetic survey.,"Realised by a frame of 184 stations observed in 2000 and adjusted in the ITRF2000. Includes ties to tide gauges. Replaces SIRGAS 1995 system for South America; expands SIRGAS to Mexico and Central America.","IBGE Brazil,  http://www1.ibge.gov.br/",OGP,2006-08-18,2005.460 2005.830 2006.465 2006.770,0,"D_SIRGAS_2000"
-6675,Guam 1963,geodetic,"Fundamental point: Tagcha. Latitude: 13°22'38.49""N, longitude: 144°45'51.56""E (of Greenwich).",1963,7008,8901,3255,Topographic mapping.,"Replaced by NAD83(HARN)","US National Geospatial Intelligence Agency (NGA). http://earth-info.nga.mil/",OGP,2008-06-24,2005.460 2008.045,0,"D_Guam_1963"
-6676,Vientiane 1982,geodetic,"Fundamental point: Vientiane (Nongteng) Astro Pillar. Latitude: 18°01'31.6301""N, longitude: 102°30'56.6999""E (of Greenwich).",1982,7024,8901,1138,Topographic mapping.,Replaced by Lao 1993.,National Geographic Department,OGP,2008-06-24,2008.045,0,"D_Vientiane_1982"
-6677,Lao 1993,geodetic,"Fundamental point: Lao 1982 coordinates of Pakxa pillar. Latitude: 18°23'57.0056""N, longitude: 103°38'41.8020""E (of Greenwich). Orientation parallel with WGS 84.",1993,7024,8901,1138,Topographic mapping.,Replaces Vientiane 1982. Replaced by Lao 1997,National Geographic Department,OGP,2008-06-24,2008.045,0,"D_Lao_1993"
-6678,Lao National Datum 1997,geodetic,"Fundamental point: Vientiane (Nongteng) Astro Pillar. Latitude: 18°01'31.3480""N, longitude: 102°30'57.1376""E (of Greenwich).",1997,7024,8901,1138,"Cadastre, topographic mapping, engineering survey.",Replaces Lao 1993.,National Geographic Department,OGP,2008-06-24,2008.045,0,"D_Lao_National_Datum_1997"
-6679,Jouik 1961,geodetic,,1961,7012,8901,2967,Hydrographic charting.,"Replaced by Mauritania 1999 (datum code 6702).",Woodside,OGP,2006-06-12,2006.440,0,"D_Jouik_1961"
-6680,Nouakchott 1965,geodetic,Nouakchott astronomical point.,1965,7012,8901,2968,Topographic survey.,"Triangulation limited to environs of Nouakchott. Extended in 1982 by satellite translocation from a single station ""Ruines"" to support Syledis chain for offshore operations. Replaced by Mauritania 1999 (datum code 6602).",IGN Paris and various industry sources.,OGP,2006-06-12,2006.440,0,"D_Nouakchott_1965"
-6681,Mauritania 1999,geodetic,,1999,7012,8901,1157,"Minerals management, topographic mapping.","A network of 36 GPS stations tied to ITRF96, 8 of which are IGN astronomic points.",Woodside,OGP,2004-10-14,,1,"D_Mauritania_1999"
-6682,Gulshan 303,geodetic,"Gulshan garden, Dhaka.",1995,7015,8901,1041,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Network of more than 140 control points observed and adjusted in 1995 by Japan International Cooperation Agency (JICA).",Survey of Bangladesh via IGN Paris and Tullow Oil.,OGP,2006-06-22,2006.470,0,"D_Gulshan_303"
-6683,Philippine Reference System 1992,geodetic,"Fundamental point: Balacan. Latitude: 13°33'41.000""N, longitude: 121°52'03.000""E (of Greenwich), geoid-ellipsoid separation 0.34m.",1992,7008,8901,1190,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Luzon 1911 datum (code 6253).","National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",OGP,2008-06-24,2008.045,0,"D_Phillipine_Reference_System_1992"
-6684,Gan 1970,geodetic,,1970,7022,8901,3274,Topographic mapping.,"In some references incorrectly named ""Gandajika 1970"". See datum code 6685.",Various industry sources.,OGP,2005-04-14,,0,"D_Gan_1970"
-6685,Gandajika,geodetic,Gandajika base.,1953,7022,8901,1259,Topographic mapping.,In some references incorrectly attributed to the Maldives. See datum code 6684.,Various industry sources.,OGP,2005-04-14,,1,
-6686,Marco Geocentrico Nacional de Referencia,geodetic,"ITRF94 at epoch 1995.4.  Bogota observatory coordinates: Latitude: 4°35'46.3215""N, longitude: 74°04'39.0285""W (of Greenwich).",2004,7019,8901,3229,Geodetic survey.,"Densification of SIRGAS 1995 within Colombia. Replaces Bogota 1975 (datum code 6218).","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2008-06-24,2006.770 2007.060 2008.045,0,"D_MAGNA"
-6687,Reseau Geodesique de la Polynesie Francaise,geodetic,"ITRF92 at epoch 1993.0. Densification by GPS of the Reference Network of French Polynesia, a coordinate set of 13 stations determined through DORIS observations.",1993,7019,8901,1098,Geodetic survey.,"Replaces Tahaa 54 (datum code 6629), IGN 63 Hiva Oa (6689), IGN 72 Nuku Hiva (6630), Maupiti 83 (6692), MHEFO 55 (6688), Moorea 87 (6691) and Tahiti 79 (6690).","Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie. Also www.shom.fr, technical report 002/199.",OGP,2006-08-18,2006.770,0,"D_Reseau_Geodesique_de_la_Polynesie_Francaise"
-6688,Fatu Iva 72,geodetic,"Fundamental point: Latitude: 9°25'58.00""S, longitude: 138°55'06.25""W (of Greenwich).",1972,7022,8901,3133,Hydrographic and topographic survey.,"Recomputed by IGN in 1972 using origin and observations of 1953-1955 Mission Hydrographique des Establissements Francais d'Oceanie (MHEFO 55). Replaced by RGPF (datum code 6687).","Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,2008-06-24,2008.045,0,"D_Fatu_Iva_1972"
-6689,IGN63 Hiva Oa,geodetic,"Fundamental point: Atuona. Latitude: 9°48'27.20""S, longitude: 139°02'15.45""W (of Greenwich).",1963,7022,8901,3130,Hydrographic and topographic survey.,"Replaced by RGPF (datum code 6687).","Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,2008-06-24,2008.045,0,"D_IGN63_Hiva_Oa"
-6690,Tahiti 79,geodetic,"Fundamental point: Tahiti North Base. Latitude: 17°38'10.0""S, longitude: 149°36'57.8""W (of Greenwich).",1979,7022,8901,3124,Hydrographic and topographic survey.,"Replaces Tahiti 52 (datum code 6628) in Tahiti. Replaced by RGPF (datum code 6687).","Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,2008-06-24,2008.045,0,"D_Tahiti_1979"
-6691,Moorea 87,geodetic,Two stations on Tahiti whose coordinates from the Tahiti 1979 adjustment were held fixed.,1987,7022,8901,3125,Hydrographic and topographic survey.,"Replaces Tahiti 52 (datum code 6628) in Moorea. Replaced by RGPF (datum code 6687).","Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,2005-08-12,,0,"D_Moorea_1987"
-6692,Maupiti 83,geodetic,"Fundamental point: Pitiahe South Base. Latitude: 16°28'28.942""S, longitude: 152°14'55.059""W (of Greenwich).",1983,7022,8901,3126,Hydrographic and topographic survey.,"Replaced by RGPF (datum code 6687).","Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,2008-06-24,2008.045,0,"D_Maupiti_1983"
-6693,Nakhl-e Ghanem,geodetic,"Coordinates of two stations determined with respect to ITRF 2000 at epoch 2005.2: BMT1 latitude 27°42'09.8417""N, longitude 52°12'11.0362""E (of Greenwich); Total1 latitude 27°31'03.8896""N, longitude 52°36'13.1312""E (of Greenwich).",2005,7030,8901,2362,Engineering survey for onshore facilities for South Pars phase 11 and Pars LNG.,,Total,OGP,2008-06-24,2006.770 2008.045,0,"D_Nakhl-e_Ghanem"
-6694,Posiciones Geodesicas Argentinas 1994,geodetic,"A geodetic network of 127 high accuracy surveyed points based on WGS 84 that define the National Geodetic System (Sistema Geodésico Nacional).",1994,7030,8901,1033,"Topographic mapping, geodetic survey.","Una red geodésica de 127 puntos materializados¶en el terreno que definen el Sistema Geodésico Nacional. ¶Technically, but at this record revision date not legally, replaced by POSGAR 98 (code 6190).","Instituto Geográfico Militar de la República Argentina, http://www.igm.gov.ar",OGP,2008-06-23,2008.052,0,"D_POSGAR_1994"
-6695,Katanga 1955,geodetic,"Fundamental point: Tshinsenda A. Latitude: 12°30'31.568""S, longitude: 28°01'02.971""E (of Greenwich).",1955,7008,8901,3147,"Cadastre, topographic mapping, engineering survey.",Replaces earlier adjustments.,"Clifford J. Mugnier, in Photogrammetric Engineering and Remote Sensing, June 2005.",OGP,2009-05-21,2008.045 2009.011,0,"D_Katanga_1955"
-6696,Kasai 1953,geodetic,"Two stations of the Katanga triangulation with ellipsoid change applied: Kabila, latitude 6°58'34.023""S, longitude 23°50'24.028""E (of Greenwich); and Gandajika NW base, latitude 6°45'01.057""S, longitude 23°57'03.038""E (of Greenwich).",1955,7012,8901,3148,"Cadastre, topographic mapping, engineering survey.",Replaced by IGC 1962 Arc of the 6th Parallel South.,Institute Geographique du Congo,OGP,2008-06-24,2008.045,0,"D_Kasai_1955"
-6697,IGC 1962 Arc of the 6th Parallel South,geodetic,"Coordinates of 3 stations determined with respect to Arc 1950: Mulungu 4°47'39.2325""S, 29°59'37.5864""E; Nyakawembe 4°14'57.3618""S, 29°42'52.8032""E; Kavula 4°35'15.8634""S, 29°41'14.2693""E (all longitude w.r.t. Greenwich).",1962,7012,8901,3149,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Institute Geographique du Congo,OGP,2008-06-24,2006.721 2008.045,0,"D_IGC_1962_Arc_of_the_6th_Parallel_South"
-6698,IGN 1962 Kerguelen,geodetic,K0 1949.,1949,7022,8901,2816,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,OGP,2005-11-23,,0,"D_Kerguelen_Island_1949"
-6699,Le Pouce 1934,geodetic,"Fundamental point: Le Pouce. Latitude: 20°11'42.25""S, longitude: 57°31'18.58""E (of Greenwich).",1934,7012,8901,3209,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Cartography Section, Ministry of Housing and Land.",OGP,2008-06-24,2008.045,0,"D_Le_Pouce_1934"
-6700,IGN Astro 1960,geodetic,Realised through a set of independent astronomically-positioned points.,1960,7012,8901,1157,Small scale topographic mapping.,"Observed during 1959-1960. Independent points not connected through a network. Relative accuracy estimated at 50-100m. Replaced by Mauritania 1999 (datum code 6702).","Ministry of Works and Transport, Topography and Cartography Directive.",OGP,2006-06-12,2006.440,0,"D_IGN_Astro_1960"
-6701,Institut Geographique du Congo Belge 1955,geodetic,"Fundamental point: Yella east base. Latitude: 6°00'53.139""S, longitude: 12°58'29.287""E (of Greenwich).",1955,7012,8901,3171,"Cadastre, topographic mapping, engineering survey.","Replaced by IGC 1962 Arc of the 6th Parallel South, except for oil industry activities.",Institut Geographique du Congo Belge.,OGP,2008-06-24,2008.045,0,"D_Institut_Geographique_du_Congo_Belge_1955"
-6702,Mauritania 1999,geodetic,ITRF96 at epoch 1997.0,1999,7019,8901,1157,Geodesy.,"A network of 36 GPS stations tied to ITRF96, 8 of which are IGN 1962 astronomic points.","Ministry of Works and Transport, Topography and Cartography Directive.",OGP,2006-08-18,2006.770,0,"D_Mauritania_1999"
-6703,Missao Hidrografico Angola y Sao Tome 1951,geodetic,Extension of Camacupa datum into Cabinda.,1951,7012,8901,1318,Coastal hydrography.,"A variation of this datum has been adopted by the oil industry but incorrectly using the International 1924 ellipsoid and not tied to the official Portuguese triangulation - see Mhast (onshore) and Mhast (offshore) (codes 6704 and 6705).",Various industry sources.,OGP,2006-01-03,,0,"D_Mhast_1951"
-6704,"Mhast (onshore)",geodetic,Probably adopted a Mhast 1951 coordinate set but associated an incorrect ellipsoid with it.,,7022,8901,3179,"Oil industry exploration and production. From 1979, offshore use superseded by Mhast (offshore) (code 6705).","Adopted by oil industry with intention of being Mhast 1951 (code 6703) but incorrectly (for Mhast 1951) used the International 1924 ellipsoid. This datum differs by about 400 metres from the Portuguese Mhast 1951 and Camacupa datums.",ChevronTexaco.,OGP,2006-01-03,,0,"D_Mhast_Onshore"
-6705,"Mhast (offshore)",geodetic,"Fundamental point: Station Y at Malongo base camp. Latitude: 5°23'30.810""S, longitude: 12°12'01.590""E (of Greenwich).",1979,7022,8901,3180,Oil industry offshore exploration and production between 1979 and 1987.,"Origin coordinates determined by Transit single point position using 32 passes and transformed from WGS72BE using transformation code 15790. Differs from Mhast (onshore) by approximately 10m. Replaced in 1987 by Malongo 1987 (code 6259).",ChevronTexaco.,OGP,2008-06-24,2008.045,0,"D_Mhast_Offshore"
-6706,Egypt Gulf of Suez S-650 TL,geodetic,"Fundamental point: Station S-650 DMX. Adopted coordinates: latitude: 28°19'02.1907""N, longitude: 33°06'36.6344""E (of Greenwich). The proper Egypt 1907 coordinates for S-650 differ from these by about 20m.",1980,7020,8901,2341,Oil industry offshore exploration and production in Gulf of Suez after 1980.,"A coherent set of stations bordering the Gulf of Suez coordinated by Transit translocation (""TL"") between 1980 and 1984. Based on incorrect Egypt 1907 values for origin station S-650. Differs from true Egypt 1907 by approximately 20m.",Various industry sources.,OGP,2008-06-24,2008.045,0,"D_Egypt_Gulf_of_Suez_S-650_TL"
-6707,Tern Island 1961,geodetic,"Fundamental point: station FRIG on tern island, station B4 on Sorol Atoll.",1961,7022,8901,3181,Military and topographic mapping,"Two independent astronomic determinations considered to be consistent through adoption of common transformation to WGS 84 (see tfm code 15795).","DMA / NIMA / NGA TR8350.2 (original 1987 first edition and 3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0,"D_Tern_Island_1961"
-6708,Cocos Islands 1965,geodetic,"Fundamental point: Anna 1.",1965,7003,8901,1069,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0,
-6709,Iwo Jima 1945,geodetic,"Fundamental point: Beacon ""E"".",1945,7022,8901,3200,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0,
-6710,St. Helena 1971,geodetic,"Fundamental point: DOS 71/4.",1971,7022,8901,3183,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0,
-6711,Marcus Island 1952,geodetic,Marcus Island Astronomic Station.,1952,7022,8901,3203,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0,
-6712,Ascension Island 1958,geodetic,,1958,7022,8901,3182,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0,"D_Ascension_Island_1958"
-6713,Ayabelle Lighthouse,geodetic,"Fundamental point: Ayabelle Lighthouse.",,7012,8901,1081,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0,"D_Ayabelle"
-6714,Bellevue,geodetic,,1960,7022,8901,3193,Military and topographic mapping,"Datum covers all the major islands of Vanuatu in two different adjustment blocks, but practical usage is as given in the area of use.","DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-07-29,2006.510,0,"D_Bellevue_IGN"
-6715,Camp Area Astro,geodetic,,,7022,8901,3205,Geodetic and topographic survey,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0,"D_Camp_Area"
-6716,Phoenix Islands 1966,geodetic,,1966,7022,8901,3196,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0,
-6717,Cape Canaveral,geodetic,"Fundamental point: Central 1950.  Latitude: 28°29'32.36555""N, longitude 80°34'38.77362""W (of Greenwich)",1963,7008,8901,3206,US space and military operations.,,"US NGS and DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2008-06-24,2006.870 2008.045,0,"D_Cape_Canaveral"
-6718,Solomon 1968,geodetic,"Fundamental point: GUX 1.",1968,7022,8901,1213,"Military and topographic mapping, +/- 25 meters in each component",,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0,"D_Solomon_1968"
-6719,Easter Island 1967,geodetic,,1967,7022,8901,3188,"Military and topographic mapping, +/- 25 meters in each component",,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0,"D_Easter_Island_1967"
-6720,Fiji Geodetic Datum 1986,geodetic,NWL 9D coordinates of 6 stations on Vitu Levu and Vanua Levu.,1986,7043,8901,1094,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Viti Levu 1912, Vanua Levu 1915 and Fiji 1956.","Survey Review 30,231 (January 1989).",OGP,2006-07-19,2006.500,0,"D_Fiji_1986"
-6721,Fiji 1956,geodetic,"Latitude origin was obtained astronomically at station Rasusuva = 17°49'03.13""S,  longitude origin was obtained astronomically at station Suva = 178°25'35.835""E (of Greenwich).",1956,7022,8901,3398,Military and topographic mapping,For topographic mapping replaces Viti Levu 1912 and Vanua Levu 1915. Replaced by Fiji Geodetic Datum 1986.,"SOPAC, www.sopac.org, and Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.",OGP,2008-06-24,2006.500 2008.045,0,"D_Fiji_1956"
-6722,South Georgia 1968,geodetic,"Fundamental point: ISTS 061.",1968,7022,8901,3187,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0,
-6723,Grand Cayman 1959,geodetic,"Fundamental point: GC1. Latitude: 19°17'54.43""N, longitude: 81°22'37.17""W (of Greenwich).",1959,7008,8901,3185,Topographic mapping,,"Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1998. http://www.asprs.org/",OGP,2008-06-24,2008.045,0,"D_Grand_Cayman_1959"
-6724,Diego Garcia 1969,geodetic,"Fundamental point: ISTS 073.",1969,7022,8901,3189,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0,
-6725,Johnston Island 1961,geodetic,,1961,7022,8901,3201,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0,"D_Johnston_Island_1961"
-6726,Little Cayman 1961,geodetic,"Fundamental point: LC5. Latitude: 19°39'46.324""N, longitude: 81°03'47.910""W (of Greenwich).",1961,7008,8901,3186,Military and topographic mapping.,,"Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1998. http://www.asprs.org/",OGP,2008-06-24,2008.045,0,"D_Little_Cayman_1961"
-6727,Midway 1961,geodetic,,1961,7022,8901,3202,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0,"D_Midway_1961"
-6728,Pico de las Nieves 1984,geodetic,,,7022,8901,3199,Military and topographic mapping,"Replaces Pico de las Nieves 1968 (PN68). Replaced by REGCAN95.","DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2009-05-21,2009.033,0,"D_Pico_de_Las_Nieves"
-6729,Pitcairn 1967,geodetic,"Fundamental point: Pitcairn Astro. Latitude: 25°04'06.87""S, longitude: 130°06'47.83""W (of Greenwich).",1967,7022,8901,3208,Military and topographic mapping,Replaced by Pitcairn 2006.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2008-06-24,2008.004 2008.045,0,"D_Pitcairn_1967"
-6730,Santo 1965,geodetic,,1965,7022,8901,3194,Military and topographic mapping,"Datum covers all the major islands of Vanuatu in two different adjustment blocks, but practical usage is as given in the area of use.","DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-07-29,2006.510,0,"D_Santo_DOS_1965"
-6731,Viti Levu 1916,geodetic,,1916,7012,8901,3195,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,1,"D_Viti_Levu_1916"
-6732,Marshall Islands 1960,geodetic,,1960,7053,8901,3191,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0,
-6733,Wake Island 1952,geodetic,,1952,7022,8901,3190,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0,"D_Wake_Island_1952"
-6734,Tristan 1968,geodetic,,1968,7022,8901,3184,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0,"D_Tristan_1968"
-6735,Kusaie 1951,geodetic,,1951,7022,8901,3192,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0,"D_Kusaie_1951"
-6736,Deception Island,geodetic,,,7012,8901,3204,Military and scientific mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0,"D_Deception_Island"
-6737,Geocentric datum of Korea,geodetic,ITRF2000 at epoch 2002.0.,2002,7019,8901,1135,Geodetic survey.,,"Permanent Committee for GIS Infrastructure for Asia and the Pacific (PCGIAP), http://www.gsi.go.jp/PCGIAP",OGP,2006-08-18,2006.770,0,"D_Korea_2000"
-6738,Hong Kong 1963,geodetic,"Fundamental point: Trig ""Zero"", 38.4 feet south along the transit circle of the Kowloon Observatory. Latitude 22°18'12.82""N, longitude 114°10'18.75""E (of Greenwich).",1963,7007,8901,1118,Topographic mapping and hydrographic charting.,"Replaced by Hong Kong 1963(67) for military purposes only in 1967.  Replaced by Hong Kong 1980.","Survey and Mapping Office, Lands Department. http://www.info.gov.hk/landsd/",OGP,2008-06-24,2008.045,0,"D_Hong_Kong_1963"
-6739,"Hong Kong 1963(67)",geodetic,"Fundamental point: Trig ""Zero"", 38.4 feet south along the transit circle of the Kowloon Observatory. Latitude 22°18'12.82""N, longitude 114°10'18.75""E (of Greenwich).",1967,7022,8901,1118,Military mapping and charting.,Replaces Hong Kong 1963 for military purposes only in 1967.  Replaced by Hong Kong 1980.,UK Hydrographic Office.,OGP,2008-06-24,2008.045,0,"D_Hong_Kong_1963_67"
-6740,Parametrop Zemp 1990,geodetic,Geocentre.,1990,7054,8901,1262,Geodetic survey.,Derived through satellite tracking techniques.,"Geodeziya i Katografiya, 1993.",OGP,2006-02-03,,0,"D_Parametrop_Zemp_1990"
-6741,Faroe Datum 1954,geodetic,Astronomical observations at 3 points.,1954,7022,8901,3248,"Geodetic survey, topographic mapping, engineering and cadastral survey.","Replaced by ED50 in late 1970's for all purposes other than cadastre. Replaced by fk89 for cadastre.","Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-08-04,2005.472,0,"D_Faroe_Datum_1954"
-6742,Geodetic Datum of Malaysia 2000,geodetic,"ITRF2000, epoch 2000.0.",2000,7019,8901,1151,"Geodetic survey, topographic mapping, engineering and cadastrral survey.",Replaces all older Malaysian datums.,"GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my",OGP,2006-03-16,,0,"D_GDM_2000"
-6743,Karbala 1979,geodetic,"Fundamental point: Karbala. Latitude: 32°34'14.4941""N, longitude: 44°00'49.6379""E.",1979,7012,8901,1124,Geodetic survey.,National geodetic network established by Polservice consortium.,Various industry sources.,OGP,2009-05-21,2009.003,0,"D_Karbala_1979_Polservice"
-6744,Nahrwan 1934,geodetic,"Fundamental point: Nahrwan south base.  Latitude: 33°19'10.87""N, longitude: 44°43'25.54""E (of Greenwich).",1934,7012,8901,3390,Oil exploration and production.,"This adjustment later discovered to have a significant orientation error. In Iran replaced by FD58. In Iraq, replaced by Nahrwan 1967.",Various industry sources.,OGP,2008-06-24,2008.045,0,"D_Nahrwan_1934"
-6745,"Rauenberg Datum/83",geodetic,"Fundamental point: Rauenberg. Latitude: 52°27'12.021""N, longitude: 13°22'04.928""E (of Greenwich). This station was destroyed in 1910 and the station at Potsdam substituted as the fundamental point.",1990,7004,8901,2545,"Geodetic survey, cadastre, topographic mapping, engineering survey.","RD/83 is the realisation of DHDN in Saxony. It is the resultant of applying a transformation derived at 106 points throughout former East Germany to Pulkovo 1942/83 points in Saxony.","BKG via EuroGeographics. http://crs.bkg.bund.de",OGP,2008-06-24,2008.045,0,
-6746,"Potsdam Datum/83",geodetic,"Fundamental point: Rauenberg. Latitude: 52°27'12.021""N, longitude: 13°22'04.928""E (of Greenwich). This station was destroyed in 1910 and the station at Potsdam substituted as the fundamental point.",1990,7004,8901,2544,"Geodetic survey, cadastre, topographic mapping, engineering survey.","PD/83 is the realisation of DHDN in Thuringen. It is the resultant of applying a transformation derived at 13 points on the border between East and West Germany to Pulkovo 1942/83 points in Thuringen.","BKG via EuroGeographics. http://crs.bkg.bund.de",OGP,2008-06-24,2008.045,0,
-6747,Greenland 1996,geodetic,ITRF94 at epoch 1996.62,1996,7019,8901,1107,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Ammassalik 1958, Qornoq 1927 and Scoresbysund 1952.","Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-08-18,2006.770,0,"D_Greenland_1996"
-6748,Vanua Levu 1915,geodetic,"Latitude origin was obtained astronomically at station Numuiloa = 16°23'38.36""S, longitude origin was obtained astronomically at station Suva = 178°25'35.835""E.",1915,7055,8901,3401,"Geodetic survey, cadastre, topographic mapping, engineering survey.","For topographic mapping, replaced by Fiji 1956. For other purposes, replaced by Fiji 1986.","Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.",OGP,2008-06-24,2008.045,0,"D_Vanua_Levu_1915"
-6749,Reseau Geodesique de Nouvelle Caledonie 91-93,geodetic,ITRF90 at epoch 1989.0.,1989,7019,8901,1174,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-08-18,2006.770,0,
-6750,ST87 Ouvea,geodetic,Ouloup.,1987,7030,8901,2813,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-21,,0,
-6751,"Kertau (RSO)",geodetic,,1969,7056,8901,1309,Metrication of RSO grid.,Adopts metric conversion of 0.914398 metres per yard exactly. This is a truncation of the Sears 1922 ratio.,Defence Geographic Centre.,OGP,2006-07-24,,0,
-6752,Viti Levu 1912,geodetic,"Latitude origin was obtained astronomically at station Monavatu = 17°53'28.285""S, longitude origin was obtained astronomically at station Suva = 178°25'35.835""E.",1912,7055,8901,3195,"Geodetic survey, cadastre, topographic mapping, engineering survey.","For topographic mapping, replaced by Fiji 1956. For other purposes, replaced by Fiji 1986.","Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.",OGP,2008-06-24,2008.045,0,
-6753,fk89,geodetic,,1989,7022,8901,3248,Cadastre,Replaces FD54 for cadastre.,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-08-04,,0,"D_fk89"
-6754,Libyan Geodetic Datum 2006,geodetic,5 stations tied to ITRF2000 through 8 days of continuous observations in May 2006.,2006,7022,8901,1143,"Geodetic survey, topographic mapping, engineering survey.",Replaces ELD79.,Survey Department of Libya.,OGP,2006-08-25,,0,"D_Libyan_Geodetic_Datum_2006"
-6755,Datum Geodesi Nasional 1995,geodetic,ITRF91at epoch 1992.0.,1995,7030,8901,1122,"Geodetic survey, topographic mapping, engineering survey.",Replaces ID74 and all older datums.,Bakosurtanal.,OGP,2006-08-25,,0,"D_Datum_Geodesi_Nasional_1995"
-6756,Vietnam 2000,geodetic,"Point N00, located in the premises of the Land Administration Research Institute, Hoang Quoc Viet Street, Hanoi.",2000,7030,8901,1252,"Geodetic survey, topographic mapping, engineering survey.",Replaces Hanoi 1972.,General Director of Land Administration.,OGP,2006-09-13,,0,"D_Vietnam_2000"
-6757,SVY21,geodetic,"Fundamental point: Base 7 at Pierce Resevoir. Latitude: 1°22'02.9154""N, longitude: 103°49'31.9752""E (of Greenwich).",2004,7030,8901,1210,Cadastre.,Replaces Kertau 1968 for cadastral purposes from August 2004.,Singapore Land Authority,OGP,2008-06-24,2008.045,0,"D_SVY21"
-6758,Jamaica 2001,geodetic,Aligned to WGS 84.,2001,7030,8901,1128,"Geodetic survey, cadastre, topographic mapping, hydrographic charting, engineering survey.",,National Land Agency.,OGP,2007-01-19,,0,"D_Jamaica_2001"
-6759,"NAD83 (National Spatial Reference System 2007)",geodetic,"Coordinates of 486 national continually operating reference system (CORS) and 195 collaborative GPS (CGPS) sites constrained to their CORS96 values, ITRF2000 at epoch 2002.0.",2007,7019,8901,1511,Geodetic survey.,,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,0,
-6760,World Geodetic System 1966,geodetic,Developed from a worldwide distribution of terrestrial and geodetic satellite observations and defined through a set of station coordinates.,1966,7025,8901,1262,Geodesy.,"A worldwide 5° × 5° mean free air gravity anomaly field provided the basic data for producing the WGS 66 gravimetric geoid. Replaced by WGS 72.","US DMA/NIMA/NGA",OGP,2007-03-25,,0,
-6761,Croatian Terrestrial Reference System,geodetic,Densification of ETRS89 in Croatia at epoch 1995.55.,1996,7019,8901,1076,Geodesy.,Based on 78 control points with coordinates determined in ETRS89.,State Geodetic Administration of the Republic of Croatia.,OGP,2007-09-25,,0,
-6762,Bermuda 2000,geodetic,ITRF96 at epoch 2000.0.,2000,7030,8901,1047,"Topographic mapping, cadastral and engineering survey.",,Department of Lands Buildings and Surveys,OGP,2007-12-12,,0,
-6763,Pitcairn 2006,geodetic,"Fundamental point: Pitcairn Astro. Latitude: 25°04'06.7894""S, longitude: 130°06'46.6816""W (of Greenwich), derived by single point GPS oberservations.",2006,7030,8901,3208,"Cadastre, topographic mapping and engineering survey",Replaces Pitcairn 1967.,Pitcairn Island Government.,OGP,2008-06-24,2008.045,0,
-6764,Ross Sea Region Geodetic Datum 2000,geodetic,Based on ITRF96 at epoch 2000.0,2000,7019,8901,3558,"Geodetic survey, topographic mapping.",,"Land Information New Zealand: LINZS25001 Standard for Ross Sea Region Geodetic Datum 2000; 16 November 2007.",OGP,2008-04-04,,0,
-6765,Slovenia Geodetic Datum 1996,geodetic,"Densification of ETRS89, based on ITRS89 at epoch 1995.55.",1996,7019,8901,1212,"Geodetic survey, topographic mapping.",,Surveying and Mapping Authority of Slovenia,OGP,2008-04-04,,0,
-6801,"CH1903 (Bern)",geodetic,"Fundamental point: Old Bern observatory. Latitude: 46°57'08.660""N, longitude: 0°E (of Bern).",1903,7004,8907,1286,Topographic mapping.,,"Bundesamt für Landestopographie",OGP,2008-06-24,2003.361 2008.045,0,"D_Bern_1898"
-6802,"Bogota 1975 (Bogota)",geodetic,"Fundamental point: Bogota observatory. Latitude: 4°35'56.570""N, longitude: 0°E (of Bogota).",1975,7022,8904,3229,Topographic mapping.,,,OGP,2008-06-24,2000.200 2003.361 2008.045,0,"D_Bogota"
-6803,"Lisbon 1937 (Lisbon)",geodetic,"Fundamental point: Castelo Sao Jorge, Lisbon. Latitude: 38°42'43.631""N, longitude: 0°E (of Lisbon).",1937,7022,8902,1294,Topographic mapping.,"Replaces Lisbon 1890 adjustment (which used Bessel 1841 ellipsoid).","Instituto Geografico e Cadastral; Lisbon",OGP,2008-06-24,2001.551 2008.045,0,"D_Lisbon"
-6804,"Makassar (Jakarta)",geodetic,"Fundamental point: station P1, Moncongloe. Latitude 5°08'41.42""S, longitude 12°35'47.15""E (of Jakarta).",,7004,8908,1316,Topographic mapping.,,OGP,OGP,2008-06-24,2003.361 2008.045,0,"D_Makassar"
-6805,"Militar-Geographische Institut (Ferro)",geodetic,"Fundamental point: Hermannskogel. Latitude: 48°16'15.29""N, longitude: 33°57'41.06""E (of Ferro).",1901,7004,8909,1321,Geodetic survey.,Replaced by MGI in Austria and MGI 1901 in former Yugoslavia.,"Bundesamt fur Eich- und Vermessungswesen; Wien",OGP,2009-05-21,2008.045 2009.015,0,"D_MGI"
-6806,"Monte Mario (Rome)",geodetic,"Fundamental point: Monte Mario. Latitude: 41°55'25.51""N, longitude: 0°00' 00.00""E (of Rome).",,7022,8906,3343,Topographic mapping.,"Replaced Genova datum, Bessel 1841 ellipsoid, from 1940.",,OGP,2008-06-24,2003.360 2008.045,0,"D_Monte_Mario"
-6807,"Nouvelle Triangulation Francaise (Paris)",geodetic,"Fundamental point: Pantheon. Latitude: 54.273618g N, longitude: 0.0106921g E (of Paris).",1895,7011,8903,1326,Topographic mapping.,,,OGP,2004-01-07,2003.361,0,"D_NTF"
-6808,"Padang 1884 (Jakarta)",geodetic,"Fundamental point: Padang",1884,7004,8908,1355,Topographic mapping.,,,OGP,1995-06-02,,0,"D_Padang_1884"
-6809,"Reseau National Belge 1950 (Brussels)",geodetic,"Fundamental point: Lommel (tower). Latitude: 51°13'47.334""N, longitude: 0°56'44.773""E (of Brussels).",1950,7022,8910,1347,Topographic mapping.,,,OGP,2008-06-24,2008.045,0,"D_Belge_1950"
-6810,"Tananarive 1925 (Paris)",geodetic,"Fundamental point: Tananarive observatory. Latitude: 21.0191667g S, longitude: 50.23849537g E (of Paris)",1925,7022,8903,3273,Topographic mapping.,,IGN Paris,OGP,2003-12-31,2003.361,0,"D_Tananarive_1925"
-6811,"Voirol 1875 (Paris)",geodetic,"Fundamental point: Voirol. Latitude: 40.83578 grads N, longitude: 0.78873 grads E (of Paris).",1875,7011,8903,1365,Topographic mapping.,,IGN Paris,OGP,2004-01-07,2003.361,0,"D_Voirol_1875"
-6813,"Batavia (Jakarta)",geodetic,"Fundamental point: Longitude at Batavia astronomical station. Latitude: 6°07'39.522""S, longitude: 0°00'00.0""E (of Jakarta). Latitude and azimuth at Genuk.",,7004,8908,1285,Topographic mapping.,,,OGP,2008-06-24,2003.361 2008.045,0,"D_Batavia"
-6814,"Stockholm 1938 (Stockholm)",geodetic,"Fundamental point: Stockholm observatory",1938,7004,8911,3313,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by RT90 adjustment (datum code 6124)",,OGP,1996-04-12,,0,"D_Stockholm_1938"
-6815,"Greek (Athens)",geodetic,"Fundamental point: Athens Observatory. Latitude 37°58'20.132""N, longitude 0°E (of Athens).",,7004,8912,1106,Topographic mapping.,See geodetic datum alias 6404.  Used as basis of topographic mapping based on Hatt projection.,"Topography Department; National Technical University of Athens",OGP,2008-06-24,2008.045,0,"D_Greek"
-6816,"Carthage (Paris)",geodetic,"Fundamental point: Carthage. Latitude: 40.9464506g N, longitude: 8.8724368g E (of Paris).",1925,7011,8903,1618,Topographic mapping.,Fundamental point astronomic coordinates determined in 1878.,,OGP,2004-01-15,2003.362 2003.050,0,"D_Carthage"
-6817,"NGO 1948 (Oslo)",geodetic,"Fundamental point: Oslo observatory. Latitude: 59°54'43.7""N, longitude: 0°00'00.0""E (of Oslo).",1948,7005,8913,1352,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,,OGP,2008-06-24,2003.362 2008.045,0,"D_NGO_1948"
-6818,"S-JTSK (Ferro)",geodetic,"Modification of Austrian MGI (Ferro) datum.",1920,7004,8909,1306,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.",OGP,2001-08-28,2001.260,0,"D_S_JTSK"
-6819,"Nord Sahara 1959 (Paris)",geodetic,"Coordinates of primary network readjusted on ED50 datum and then transformed conformally to Clarke 1880 (RGS) ellipsoid.",1959,7012,8903,1366,Topographic mapping.,,"""Le System Geodesique Nord-Sahara""; IGN Paris",OGP,2000-06-23,,1,"D_Nord_Sahara_1959"
-6820,"Gunung Segara (Jakarta)",geodetic,"Station P5 (Gunung Segara) 0°32'12.83""S, 117°08'48.47""E (of Greenwich). Longitude 8°20'20.68""E (of Jakarta).",,7004,8908,1360,Topographic mapping.,,,OGP,2008-06-24,2008.045,0,"D_Gunung_Segara"
-6821,"Voirol 1879 (Paris)",geodetic,"Fundamental point: Voirol. Latitude: 40.835864 grads N, longitude: 0.788735 grads E (of Paris).",1879,7011,8903,1365,Topographic mapping.,"Replaces Voirol 1875 (Paris) (code 6811).",IGN Paris,OGP,2004-01-07,,0,"D_Voirol_1879"
-6896,International Terrestrial Reference Frame 2005,geodetic,"Origin at geocentre, originally orientated to the BIH Terrestrial System at epoch 1984.0 then adjusted to ensure zero net rotation to earth's overall tectonic motion. Defined by time series of Cartesian station coordinates and Earth Rotation parameters.",2005,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 2005.0. Replaces ITRF2000 (code 6656).","IGN Paris http://itrf.ensg.ign.fr/itrs_itrf.php",OGP,2007-01-19,,0,
-6901,"Ancienne Triangulation Francaise (Paris)",geodetic,,,7027,8914,1326,Topographic mapping.,"Uses the RGS value for the Paris meridian.  In Alsace, data suspected to be transformation of German network into ATF. Replaced by Nouvelle Triangulation Francaise (Paris) (code 6807) which uses the 1936 IGN value for the Paris meridian.",,OGP,2007-11-01,2007.083,0,"D_ATF"
-6902,"Nord de Guerre (Paris)",geodetic,,,7027,8903,1369,Topographic mapping.,,,OGP,1995-06-02,,1,"D_Nord_de_Guerre"
-6903,"Madrid 1870 (Madrid)",geodetic,"Fundamental point: Madrid observatory.",1870,7028,8905,2366,Topographic mapping.,,"Institut de Geomatica; Barcelona",OGP,1998-11-11,,0,"D_Madrid_1870"
-6904,"Lisbon 1890 (Lisbon)",geodetic,"Fundamental point: Castelo Sao Jorge, Lisbon. Latitude: 38°42'43.631""N, longitude: 0°E (of Lisbon).",1937,7004,8902,1294,Topographic mapping.,"Replaced by Lisbon 1937 adjustment (which uses International 1924 ellipsoid).","Instituto Geografico e Cadastral Lisbon http://www.igeo.pt",OGP,2008-06-24,2003.232 2008.045,0,"D_Lisbon_1890"
-9300,Astra Minas,engineering,"Origin at 45°59'54.79""S, 67°34'38.94""W (of Greenwich).",,,,1265,Oil industry mapping.,,,OGP,2008-06-24,2008.045,0,
-9301,Barcelona,engineering,"Centre of the gateway of San Cristobal chuch; Plaza Boyaca; Barcelona.",,,,1266,Oil industry mapping.,"Coordinates variously given as 10°08'06""N  64°41'17""W and 10°08'06""N  64°41'07.5""W.  It is not clear whether there should be two local datums.","Ministry of Mines standards manual, 1974.",OGP,2008-06-24,2008.045,0,
-9302,Maturin,engineering,"Concrete post PR-1 in Plaza Bolivar; Maturin.  9°44'55""N, 63°10'40""W (of Greenwich).",,,,1320,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,2008-06-24,2008.045,0,
-9303,Maracaibo Cross,engineering,"Cruz Canada Morillo in Maracaibo; 10°38'32.328""N, 71°37'12.12""W  Loma Quintana datum.",,,,1319,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,2008-06-24,2008.045,0,
-9304,La Rosa,engineering,"Monument in La Rosa; 10°22'40.417""N, 71°26'59.488""W  Loma Quintana datum.",,,,1311,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,2008-06-24,2008.045,0,
-9305,Mene Grande,engineering,"Monument in Santa Barbara; Mene Grande.  9°52'25.488""N, 70°54'35.310""W (of Greenwich).",,,,1270,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,2008-06-24,2008.045,0,
-9306,El Cubo,engineering,"8°44'17.258""N, 72°30'09.01""W (of Greenwich).",,,,1269,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,2008-06-24,2008.045,0,
-9307,Dabajuro,engineering,"Church tower at Dabajuro; 11°01'19""N, 70°40'40""W (of Greenwich).",,,,1268,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,2008-06-24,2008.045,0,
-9308,Tucupita,engineering,"Centre of Plaza Bolivar; Tucupita; 9°03'32""N, 62°03'07.6""W (of Greenwich).",,,,1370,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,2008-06-24,2008.045,0,
-9309,El Mene,engineering,"10°04'49.1""N, 71°02'10""W (of Greenwich).",,,,1270,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,2008-06-24,2008.045,0,
-9310,Santa Maria de Ipire,engineering,"Concrete post PR-1 in Plaza Bolivar; Santa Maria de Ipire; 8°40'06""N, 65°19'09""W (of Greenwich).",,,,1371,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,2008-06-24,2008.045,0,
-9311,Barinas west base,engineering,Concrete pillar.,,,,1267,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,2000-06-10,,0,
-9312,EPSG example  X,engineering,"Bin grid I=J=1 at WGS 84 / UTM zone 31N 456781E 5836723N.",,,,1263,Example only.,"Example only!","Bin grid orientation = 20 degrees grid.  Bin width I=25m, J=12.5m.  Bin increment I=1, J=1.  Scale factor at origin 0.99984.¶¶Example only!",OGP,2000-06-23,,1,
-9313,EPSG example Platform Y,engineering,Conductor slot A1.,,,,1263,Example only.,Example only,OGP,OGP,2000-06-23,,0,
-9314,Tombak LNG plant,engineering,"Plant grid coordinates of x=20000m, y=10000m at Nakhl-e Ghanem / UTM zone 39 coordinates 618336.784E, 3067774.21N. Plant grid x orientated at UTM grid bearing of 45 deg., plant grid y orientated at UTM grid bearing of 315 deg.",,,,2362,Engineering survey.,,Total,OGP,2005-08-18,,0,
-9315,UKOOA P6 seismic bin grid example,engineering,"Centre of bin grid I=J=1.",,,,1263,Example only.,,"UKOOA Data Exchange Format P6/98 ""Definition of 3D Seismic Binning Grids"".",OGP,2005-09-08,,0,
+1024,Hungarian Datum 1909,geodetic,"Fundamental point not given in information source, but presumably Szolohegy which is origin of later HD72.",1909,7004,8901,1119,Topographic mapping.,"Replaced earlier HD1863 adjustment also on Bessel ellipsoid. Both HD1863 and HD1909 were originally on Ferro Prime Meridian but subsequently converted to Greenwich. Replaced by HD72 (datum code 6237).","Timár, Molnár and Márta in Geodezia es Kartografia 55(3) pp16-21. www.fomi.hu/internet/magyar/szaklap/geodkart.htm",OGP,"2008/08/02",,0,
+1025,Taiwan Datum 1967,geodetic,"Fundamental point: Hu Tzu Shan. Latitude: 23°58'32.34""N, longitude: 120°58'25.975""E (of Greenwich).",1967,7050,8901,3315,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Adopted in 1980. TWD67 uses the GRS 1967 ellipsoid but with 1/f to exactly 2 decimal places.","National Land Surveying and Mapping Center (NLSC), http://www.nlsc.gov.tw",OGP,"2008/08/11",,0,
+1026,Taiwan Datum 1997,geodetic,ITRF94 at epoch 1997.0,1997,7019,8901,1228,"Geodetic survey, GIS, topographic mapping, engineering survey.",Adopted in 1998.,"National Land Surveying and Mapping Center (NLSC), http://www.nlsc.gov.tw",OGP,"2008/08/11",,0,
+1027,EGM2008 geoid,vertical,WGS 84 ellipsoid.,2008,,,1262,Geodesy.,,"http://earth-info.nga.mil/GandG/wgs84/gravitymod/egm2008/egm08_wgs84.html",OGP,"2009/01/30",2008.097,0,
+1028,Fao 1979,vertical,"Average sea level at Fao during two-year period in mid/late 1970s.",1979,,,3625,"Topographic mapping, geodetic survey.","Replaces Fao (datum code 5149) in Iraq.","Survey Division, Ministry of Water Resources (MoWR).",OGP,"2009/03/01",2009.003,0,
+1029,Iraqi Geospatial Reference System,geodetic,ITRF2000 at epoch 1997.0,2000,7019,8901,1124,Geodetic survey.,,"Survey Division, Ministry of Water Resources (MoWR).",OGP,"2009/02/03",2009.003,0,
+1031,MGI 1901,geodetic,"Fundamental point: Hermannskogel. Latitude: 48°16'15.29""N, longitude: 16°17'55.04""E (of Greenwich).",1901,7004,8901,2370,Geodetic survey.,"The longitude of the datum origin equates to the Albrecht 1902 value for the Ferro meridian of 17°39'46.02"" west of Greenwich. Densified in 1948.","The Ferro prime meridian, Gabor Timar (2007), Geodezia es Kartografia vol 59 issue 12 pages 3-7.",OGP,"2009/05/10",2009.015,0,
+1032,MOLDREF99,geodetic,Densification of ETRS89.,1999,7019,8901,1162,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"State Agency for Land Relations & Cadastre.",OGP,"2009/05/11",2009.026,0,"D_International_1967"
+1033,Reseau Geodesique de la RDC 2005,geodetic,ITRF2000 at epoch 2005.4.,2005,7019,8901,3613,Geodetic survey.,,"""Revision du Tiers Meridional du Reseau Geodesique de la RDC"", COPIREP Reclus project report, 2005.",OGP,"2009/04/16",2009.011,0,
+1034,Serbian Reference Network 1998,geodetic,"Densification of ETRS89 in Serbia at epoch 1998.7 based on coordinates of 6 stations in Serbia of Yugoslav Reference Frame (YUREF) 1998 campaign.",1998,7019,8901,3534,Geodesy.,Observed 1998-2003.,"Delcev et al, FIG Working Week May 2009; http://www.gig.net/pub",OGP,"2009/05/11",2009.015,0,
+1035,Red Geodesica de Canarias 1995,geodetic,ITRF93 at epoch 1994.9 at VLBI station Maspalomas on Grand Canary.,1995,7019,8901,3199,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Pico de las Nieves 1984 (PN84).","IGN Madrid. http://www.fomento.es.",OGP,"2009/05/15",2009.033,0,
+1036,Reseau Geodesique de Mayotte 2004,geodetic,ITRF2000 at epoch 2004.0,2004,7019,8901,1159,"Geodetic survey, topographic mapping, engineering survey.","Replaces Combani 1950 (datum code 6632) except for cadastral purposes. (Cadastre 1997 (datum code 1037) used for cadastral purposes).",IGN Paris.,OGP,"2009/10/02",2009.072,0,
+1037,Cadastre 1997,geodetic,Coordinates of 1 station of Combani 1950 adjustment held fixed.,1997,7022,8901,3340,Cadastral survey.,Derived by adjustment of GPS-observed network which was constrained to Combani 1950 coordinates of one station.,CERTU.,OGP,"2009/10/02",2009.072,0,
+1038,Reseau Geodesique de Saint Pierre et Miquelon 2006,geodetic,ITRF2000 at epoch 2006.0,2006,7019,8901,1220,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Saint Pierre et Miquelon 1950 (datum code 6638).",IGN Paris.,OGP,"2009/10/02",2009.072,0,
+1039,New Zealand Vertical Datum 2009,vertical,New Zealand Quasigeoid 2009 which is defined by the application of the NZ geoid 2009 grid to NZGD2000 ellipsoidal heights. See transformation code 4459.,2009,,,1175,"Geodetic survey, topographic mapping, engineering survey.",,"Land Information New Zealand (LINZ) standard S25004.",OGP,"2009/10/28",2009.081,0,
+1040,Dunedin-Bluff 1960,vertical,Common adjustment of Dunedin 1958 and Bluff 1955 networks.,1960,,,1501,"Geodetic survey, topographic mapping, engineering survey.",,"Land Information New Zealand (LINZ) standard S25004.",OGP,"2009/10/20",2009.081,0,
+1042,Mexican Datum of 1993,geodetic,ITRF1992 at epoch 1988.00.,1993,7019,8901,1160,Geodetic survey.,"Realised by a frame of 20 active GPS stations observed and adjusted in the ITRF1992. Includes ties to tide gauges. Replaces NAD27 (code 6267). Replaced by SIRGAS 2000 (code 6674).","National Densifications per http://www.sirgas.org. See also www.fig.net/pub/cairo/papers/ts_13/ts13_03_hansen.pdf.",OGP,"2009/11/24",2009.087,0,
+1043,China 2000,geodetic,ITRF97 at epoch 2000.0,2000,1024,8901,3228,"Geodetic survey, topographic and engineering survey.",Combined adjustment of astro-geodetic observations as used for Xian 1980 and GPS control network observed 2000-2003. Adopted July 2008.,Chinese Academy of Surveying and Mapping.,OGP,"2009/11/12",2009.084,0,
+1044,Sao Tome,geodetic,"Fundamental point: Fortaleza. Latitude: 0°20'49.02""N, longitude: 6°44'41.85""E (of Greenwich).",,7022,8901,3645,"Topographic mapping, geodetic survey.",,"US Department of State Bureau of Intelligence and Research ""Limits in the Sea"" series #98.",OGP,"2009/11/24",2009.098,0,
+1045,New Beijing,geodetic,Derived by conformal transformation of Xian 1980 adjustment onto Krassowsky ellipsoid.,1982,7024,8901,1067,Topographic mapping.,From 1982 replaces Beijing 1954.,"Chinese Science Bulletin, 2009, 54:2714-2721.",OGP,"2009/11/15",2009.092,0,
+1046,Principe,geodetic,"Fundamental point: Morro do Papagaio. Latitude: 1°36'46.87""N, longitude: 7°23'39.65""E (of Greenwich).",,7022,8901,3646,"Topographic mapping, geodetic survey.",,"US Department of State Bureau of Intelligence and Research ""Limits in the Sea"" series #98.",OGP,"2009/11/24",2009.098,0,
+1047,Reseau de Reference des Antilles Francaises 1991,geodetic,WGS 84 coordinates of a single station determined during the 1988 Tango mission.,1991,7019,8901,2824,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Fort Marigot and Sainte Anne (datum codes 6621-22) in Guadeloupe and Fort Desaix (datum code 6625) in Martinique.",IGN Paris.,OGP,"2009/11/05",2009.073,0,
+5100,Mean Sea Level,vertical,,,,,1262,Hydrography.,"msl has geographic and temporal components.  Users are advised to not use this generic vertical datum but to define specific instances of msl based on knowledge of these components; for instance ""msl at xxx during 19yy"".",,OGP,"1996/04/12",,0,"D_Mean_Sea_Level"
+5101,Ordnance Datum Newlyn,vertical,Mean Sea Level at Newlyn between 1915 and 1921.,,,,2792,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,"2004/06/16",2004.100,0,"D_Ordnance_Datum_Newlyn"
+5102,National Geodetic Vertical Datum 1929,vertical,26 tide gauges in the US and Canada.,1929,,,1323,"Topographic mapping, geodetic survey.",Normal orthometric heights.,,OGP,"1996/09/12",,0,
+5103,North American Vertical Datum 1988,vertical,"Father's Point, Rimouski, Quebec.",1988,,,1325,"Topographic mapping, geodetic survey.",Helmert orthometric heights.,,OGP,"2006/01/16",2005.880,0,
+5104,Yellow Sea 1956,vertical,2 years tide readings at Qingdao.,1956,,,3228,"Topographic mapping, geodetic survey.",Replaced by Yellow Sea 1985 datum.,,OGP,"2002/06/22",2002.160,0,
+5105,Baltic Sea,vertical,"Datum: average water level at Kronstadt 1833. Network adjusted in 1977.",1977,,,1284,"Topographic mapping, geodetic survey.",Uses Normal heights.,,OGP,"2005/05/27",2004.100 2005.180,0,
+5106,Caspian Sea,vertical,Defined as -28.0m Baltic datum,,,,1291,Hydrography.,,,OGP,"1996/09/12",,0,
+5107,Nivellement general de la France,vertical,Mean sea level at Marseille,,,,1326,"Topographic mapping, geodetic survey.",The CNIG states that NGF is a general term applying to all vertical network readjustments of France and recommends more specific terminology. See codes 5118-5120.,"Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994.",OGP,"1996/09/12",,1,
+5109,Normaal Amsterdams Peil,vertical,Mean high tide at Amsterdams Peil in 1684.,,,,1275,"Topographic mapping, geodetic survey, hydrography.",Orthometric heights.,"Nederlandse Commissie voor Geodesie publication 30; 1993",OGP,"2006/01/16",2004.100 2005.880,0,
+5110,Oostende,vertical,Mean low water during 1958,1958,,,1347,"Topographic mapping, geodetic survey.",,"Nederlandse Commissie voor Geodesie publication 30; 1993",OGP,"2006/01/16",2005.880,0,
+5111,Australian Height Datum,vertical,MSL 1966-68 at 30 gauges around coast.,1968,,,1281,"Topographic mapping, geodetic survey.",,Australian Land Information Group  www.auslig.gov.au,OGP,"2005/09/06",2005.460,0,
+5112,"Australian Height Datum (Tasmania)",vertical,MSL 1972 at Hobart and Burnie.,1972,,,1282,"Topographic mapping, geodetic survey.",,,OGP,"1996/09/12",,0,
+5113,Sea Level,vertical,,,,,1262,Hydrography.,An unspecified local vertical datum not recommended for use.,,OGP,"1996/09/12",,0,
+5114,Canadian Geodetic Vertical Datum of 1928,vertical,Based on the mean sea level determined from several tidal gauges located in strategic areas of the country,1928,,,1289,"Topographic mapping, geodetic survey.",,"Geodetic Survey Division, Natural Resources Canada. http://maps.nrcan.gc.ca/asdb/asdb_datum.html and http://www.geod.nrcan.gc.ca/index_e/help_e/acron_e.html",OGP,"2004/11/26",2004.723,0,
+5115,Piraeus Harbour 1986,vertical,MSL determined during 1986.,1986,,,3254,"Topographic mapping, geodetic survey.",,"Geodesy Department; Public Pertoleum Corporation of Greece",OGP,"1997/06/16",,0,
+5116,Helsinki 1960,vertical,MSL at Helsinki during 1960.,1960,,,3333,"Topographic mapping, geodetic survey.",,"National Land Survey of Finland;
+http://www.maanmittauslaitos.fi",OGP,"1997/07/22",,0,
+5117,Rikets hojdsystem 1970,vertical,"Adjustment is referenced to mean high tide at Amsterdams Peil in 1684. To account for land level movements caused by isostatic rebound, heights are reduced to epoch 1970.0 using uplift values computed from repeated levelling observations.",1970,,,3313,"Topographic mapping, geodetic survey.",Realised through the second precise levelling network of 1951-1967. Uses Normal heights. Replaces RH00. Replaced in 2005 by RH2000.,National Land Survey of Sweden,OGP,"2008/03/14",2002.480 2004.100 2008.013,0,
+5118,Nivellement General de la France - Lallemand,vertical,"Rivet number M.ac O-VIII on the Marseille tide gauge site, with the height fixed in 1897 at 1.661 metre above mean sea level between February 2nd 1885 and January 1st 1897.",,,,1326,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,"Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994.",OGP,"1997/11/13",2001.470 2004.060,0,
+5119,Nivellement General de la France - IGN69,vertical,"Rivet number M.ac O-VIII on the Marseille tide gauge site, with the height fixed in 1897 at 1.661 metre above mean sea level between February 2nd 1885 and January 1st 1897.",1969,,,1326,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights.,"Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994.",OGP,"1997/11/13",2001.470,0,
+5120,IGN78 Corsica,vertical,Marker MM3 situated on the tide gauge site of Ajaccio. Height is 3.640 metre above mean sea level.,1978,,,1327,"Geodetic survey, topographic mapping, engineering survey.","Uses Normal heights. Replaces NGC (datum code 5189).","Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994.",OGP,"2004/10/14",2001.470 2004.060 2004.564,0,
+5121,Maputo,vertical,Mean sea level at Maputo.,,,,3281,Topographic mapping.,,"Direcção Nacional de Geografia e Cadastral (DINAGECA).",OGP,"1998/04/16",,0,
+5122,Japanese Standard Levelling Datum 1949,vertical,24.4140 metres above mean sea level Tokyo Bay.,1949,,,3263,"Topographic mapping, geodetic survey.",,"Ministry of Construction; Japan.  http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html",OGP,"2004/05/09",2002.080 2004.380,0,
+5123,PDO Height Datum 1993,vertical,,1993,,,3288,Oil industry mapping.,"Misclosure between Muscat and Salalah less than .5 meters with differences from of up to 5 meters from old Fahud Datum.  The PHD93 adjustment was initially known as the Spine.  Replaces Fahud Vertical Datum (code 5124) from 1993.",Petroleum Development Oman,OGP,"1999/04/22",,0,
+5124,Fahud Height Datum,vertical,Single MSL determination at Mina Al Fahal.,,,,3288,Oil industry mapping.,"Based on reciprocal trigonometric heighting. Replaced by PHD93 Datum (code 5123) in 1993.",Petroleum Development Oman,OGP,"2004/04/07",2004.212,0,
+5125,Ha Tien 1960,vertical,,1960,,,1302,"Topographic mapping, geodetic survey.",In Vietnam replaced by Hon Dau in 1992.,,OGP,"1999/10/20",,0,
+5126,Hon Dau 1992,vertical,,1992,,,3328,"Topographic mapping, geodetic survey.",Replaces Ha Tien in Vietnam.,,OGP,"1999/10/20",,0,
+5127,Landesnivellement 1902,vertical,"Origin at Repere Pierre du Niton (RPN) defined as 373.6 metres above msl. This value derived from msl at Marseille in 1897 through the French Lallemand network.",1902,,,1286,"Topographic mapping, cadastral survey.","Levelling observations not corrected for gravity field. For scientific purposes, replaced by LHHN95.","Bundesamt für Landestopographie",OGP,"2004/06/16",2004.100,0,
+5128,Landeshohennetz 1995,vertical,"Origin at Repere Pierre du Niton (RPN) defined as 373.6 metres above msl. This value derived from msl at Marseille in 1897 through the French Lallemand network.",1995,,,1286,Geodetic survey and scientific studies.,"Orthometric heights. For scientific purposes only, replaces LN02.","Bundesamt für Landestopographie",OGP,"2004/06/16",2004.100,0,
+5129,European Vertical Reference Frame 2000,vertical,"Height at Normaal Amsterdams Peil (NAP) is zero, defined through height at UELN bench mark 13600 (52°22'53""N 4°54'34""E) of 0.71599m. Datum at NAP is mean high tide in 1684.",2000,,,1299,Geodesy.,"Realised by geopotential numbers and Normal heights of the United European Levelling Network. Replaced by EVRF2007 (datum code 5215).","European veritical data centre at Bundesamt für Kartographie und Geodäsie (BKG), Leipzig branch. http://crs.bkg.bund.de/evrs/",OGP,"2008/06/24",2008.045 2008.101,0,
+5130,Malin Head,vertical,Mean sea level between January 1960 and December 1969.,1970,,,1305,Topographic mapping,Orthometric heights.,Ordnance Survey of Ireland,OGP,"2001/11/06",,0,
+5131,Belfast Lough,vertical,"Mean sea level between 1951 and 1956 at Clarendon Dock, Belfast.",1957,,,2530,"Large scale (1:1,250, 1:2,500 and 1:10,000) topographic mapping.","Orthometric heights. Malin Head (datum code 5130) used for 1:50,000 and smaller mapping.",Ordnance Survey of Northern Ireland,OGP,"2002/09/19",2002.620,0,
+5132,Dansk Normal Nul,vertical,Mean Sea Level at 10 gauges.,,,,3237,Topographic mapping and engineering survey,Orthometric heights.,"Kort & Matrikelstyrelsen",OGP,"2001/11/06",,0,
+5133,AIOC 1995,vertical,Average level of Caspian Sea at the Oil Rocks tide gauge June-September 1995.,1995,,,2592,Oil industry mapping.,AIOC 1995 datum is 1.7m above Caspian datum and 26.3m below Baltic datum.,BP,OGP,"2002/02/12",,0,
+5134,Black Sea,vertical,,,,,1102,Hydrographic surveying and since break-up of Former Soviet Union also topographic mapping.,Black Sea datum is 0.4m below Baltic datum.,BP,OGP,"2002/02/12",,0,
+5135,Hong Kong Principal Datum,vertical,"1.23m below the mean of 19 years (1965-83) observations of tide levels at North Point, Victoria Harbour.",1980,,,3334,"Geodetic survey, engineering survey, cadastre.",,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",OGP,"2002/06/22",,0,
+5136,Hong Kong Chart Datum,vertical,"Approximates to Lowest Astronomic Tide level (LAT).",,,,3335,Hydrographic survey and charting.,"Chart datum is 0.15 metres below Hong Kong Principal Datum (code 5135) and 1.38m below MSL at Quarry Bay.","Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",OGP,"2009/06/02",2009.022,0,
+5137,Yellow Sea 1985,vertical,20 years tide readings at Qingdao.,1985,,,3228,"Topographic mapping, geodetic survey.",Replaces Yellow Sea 1956 datum.,Guangdong Province Land Resource Information Centre,OGP,"2002/06/22",,0,
+5138,"Ordnance Datum Newlyn (Orkney Isles)",vertical,Connected to Newlyn datum by triangulation from the British mainland.,,,,2793,"Topographic mapping, geodetic survey.",Considered as separate from Newlyn because the accuracy of the trigonometric connection across the Pentland Firth does not meet geodetic levelling specifications. Orthometric heights.,Ordnance Survey of Great Britain,OGP,"2004/06/16",2004.100,0,
+5139,Fair Isle,vertical,,,,,2794,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,"2002/09/19",,0,
+5140,Lerwick,vertical,,,,,2795,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,"2002/09/19",,0,
+5141,Foula,vertical,,,,,2796,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,"2002/09/19",,0,
+5142,Sule Skerry,vertical,,,,,2797,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,"2002/09/19",,0,
+5143,North Rona,vertical,,,,,2798,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,"2002/09/19",,0,
+5144,Stornoway,vertical,,,,,2799,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,"2002/09/19",,0,
+5145,St Kilda,vertical,,,,,2800,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,"2002/09/19",,0,
+5146,Flannan Isles,vertical,,,,,2801,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,"2006/01/16",2005.880,0,
+5147,St Marys,vertical,,,,,2802,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,"2002/09/19",,0,
+5148,Douglas,vertical,,,,,2803,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,"2002/09/19",,0,
+5149,Fao,vertical,,,,,3390,"Topographic mapping, geodetic survey.","Established by Hunting Surveys for IPC. In Iran replaced by Bandar Abbas (code 5150). At time of record creation NIOC data in Ahwaz area still usually referenced to Fao. In Iraq replaced by Fao 1979 (code 1028).","National Iranian Oil Company (NIOC).",OGP,"2009/06/02",2009.003,0,
+5150,Bandar Abbas,vertical,Average sea level at Bandar Abbass 1995-2001.,2001,,,3336,"Topographic mapping, geodetic survey.","Replaces Fao (code 5149).",National Cartographic Centre of Iran,OGP,"2002/09/19",,0,
+5151,Nivellement General de Nouvelle Caledonie,vertical,"Rivet AB01 established by SHOM (Service Hydrographique de la Marine)  in 1937 on the Quai des Volontaires in Noumea. Height i: 1.885 metre above mean sea level.",1969,,,2822,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,Service Topographique de la Nouvelle Caledonie.,OGP,"2004/03/15",2004.060,0,
+5152,Poolbeg,vertical,"Low water mark of the spring tide on the 8 April 1837 at Poolbeg Lighthouse, Dublin.",1837,,,1305,Topographic mapping before 1956 in Northern Ireland and 1970 in the Republic of Ireland.,"Replaced by Belfast Lough and Malin Head (datum codes 5130-31).","""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,"2003/06/27",,0,
+5153,Nivellement General Guyanais 1977,vertical,"Mean sea level 1936 at Cayenne. Origin = marker BM35 on stone on St Francois battery, Cayenne, with defined elevation of 1.64m above msl. NGG1977 height 0.00m is 1.96m above sounding datum defined at Cayenne in 1936 by SHM.",1977,,,3146,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,IGN Paris,OGP,"2008/09/17",2008.087,0,
+5154,Martinique 1987,vertical,"Mean sea level 1939 at Fort de France. Origin = marker Nbc2 on rebuilt quay wall with defined elevation of 1.38m above msl. Martinique 1987 height 0.00m is 0.56m above SHOM sounding datum.",1987,,,3276,"Geodetic survey, topographic mapping, engineering survey.","Orthometric heights. Replaces Martinique 1955 (datum code 5192).",IGN Paris,OGP,"2008/09/19",2004.561 2008.087,0,
+5155,Guadeloupe 1988,vertical,"Mean sea level July 1947 to June 1948 at Pointe-Fouillole (Pointe-à-Pitre harbour). Origin = marker GO-7 (formerly AO'-5) with defined height of 2.67m above msl adopted from 1951 value. Guadeloupe 1988 height 0.00m is 0.46m above 1984 sounding datum.",1988,,,2892,"Geodetic survey, topographic mapping, engineering survey.","Orthometric heights. Replaces Guadeloupe 1951 (datum code 5193).",IGN Paris,OGP,"2008/09/17",2004.561 2008.087,0,
+5156,Reunion 1989,vertical,"Mean sea level during part of November 1949 at port of Saint-Pierre. Origin = marker AB-100 with defined elevation of 13.808m above msl.",1989,,,3337,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights. Replaces Reunion IGN58. Value of marker AB-100 retains height from 1958 adjustment.,IGN Paris,OGP,"2008/09/17",2004.561 2008.087,0,
+5157,Auckland 1946,vertical,MSL at Auckland harbour 1909-1923.,1946,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,"2008/04/04",2008.023,0,
+5158,Bluff 1955,vertical,MSL at Invercargill harbour over 8 years between 1918 and 1934.,1955,,,1501,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,"2008/04/04",2008.023,0,
+5159,Dunedin 1958,vertical,MSL at Dunedin harbour 1918-1937.,1958,,,1501,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,"2008/04/04",2008.023,0,
+5160,Gisborne 1926,vertical,MSL at Gisborne harbour 1926.,1926,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,"2008/04/04",2008.023,0,
+5161,Lyttelton 1937,vertical,MSL at Lyttelton harbour over 9 years between 1918 and 1933.,1937,,,1501,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,"2008/04/04",2008.023,0,
+5162,Moturiki 1953,vertical,MSL at Moturiki Island February 1949 to December 1952.,1953,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,"2008/04/04",2008.023,0,
+5163,Napier 1962,vertical,MSL at Napier harbour. Period of derivation unknown.,1962,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,"2008/04/04",2008.023,0,
+5164,Nelson 1955,vertical,MSL at Nelson harbour 1939-1942.,1955,,,1501,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,"2008/04/04",2008.023,0,
+5165,One Tree Point 1964,vertical,MSL at Whangarei harbour 1960-1963.,1964,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,"2008/04/04",2008.023,0,
+5166,Tararu 1952,vertical,MSL at Tararu Point 1922-1923.,1952,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,"2008/04/04",2008.023,0,
+5167,Taranaki 1970,vertical,MSL at Taranaki harbour 1918-1921.,1970,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,"2008/04/04",2008.023,0,
+5168,Wellington 1953,vertical,MSL at Wellington harbour 1909-1946.,1953,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,"2008/04/04",2008.023,0,
+5169,"Waitangi (Chatham Island) 1959",vertical,MSL at Waitangi harbour collected in 1959.,1959,,,2889,"Geodetic survey, topographic mapping, engineering survey.",,"Interim Report GEO/T1/19/51 for LINZ by John Hannah, ""An Assessment of New Zealand's Height Systems and Options for a Future Height System"", January 2001.",OGP,"2008/04/04",2008.023,0,
+5170,Stewart Island 1977,vertical,MSL at 3-5 high and low tides at two different locations.,1977,,,3338,"Geodetic survey, topographic mapping, engineering survey.",,"Interim Report GEO/T1/19/51 for LINZ by John Hannah, ""An Assessment of New Zealand's Height Systems and Options for a Future Height System"", January 2001.",OGP,"2008/04/04",2008.023,0,
+5171,EGM96 geoid,vertical,WGS 84 ellipsoid.,1996,,,1262,Geodesy.,,"NASA http://cddis.gsfc.nasa.gov/926/egm96/egm96.html",OGP,"2004/04/27",,0,
+5172,Nivellement General du Luxembourg,vertical,"Reference point Wemperhardt defined as 528.030m above Normaal Amsterdams Peil (NAP). Datum at NAP is mean high tide in 1684. Network adjusted in 1995.",1995,,,1146,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,"Administration du Cadastre et de la Topographie. http://www.etat.lu/ACT",OGP,"2004/03/09",,0,
+5173,Antalya,vertical,Mean sea Level at Antalya 1936-71.,,,,3322,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,"2004/11/26",2004.722,0,
+5174,Norway Normal Nul 1954,vertical,MSL defined by regression at 7 gauges with between 17 and 67 years observations.,1974,,,1352,"Geodetic survey, topographic mapping, engineering survey.",Includes initial NN1954 system and NNN1957 system. Former name retained. Normal-orthometric heights.,Statoil,OGP,"2004/03/09",,0,
+5175,Durres,vertical,Mean Sea Level at Durres.,,,,3212,"Geodetic survey, topographic mapping, engineering survey.",Normal-orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,"2004/03/09",,0,
+5176,Gebrauchshohen ADRIA,vertical,Reference point Hutbiegl defined relative to mean sea level at Trieste in 1875.,,,,1037,"Geodetic survey, topographic mapping, engineering survey.",Normal-orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,"2004/03/09",,0,
+5177,National Vertical Network 1999,vertical,Reference point Ruse defined relative to mean sea level at Trieste in 1875.,1999,,,3307,"Geodetic survey, topographic mapping, engineering survey.",Normal-orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,"2004/03/09",,0,
+5178,Cascais,vertical,Mean Sea Level at Cascais 1938.,1938,,,1294,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,"2004/03/09",,0,
+5179,Constanta,vertical,Mean Sea Level at Constanta.,,,,3295,"Geodetic survey, topographic mapping, engineering survey.",Normal-orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/evrs/Relations.html",OGP,"2004/03/09",,0,
+5180,Alicante,vertical,Mean Sea Level at Alicante between 1870 and 1882.,,,,2366,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,"2004/03/09",,0,
+5181,Deutches Haupthohennetz 1992,vertical,"Network adjusted in 1992. Geopotential number at reference point Wallenhorst defined as value from the UELN-73/86 adjustment. Datum at Normaal Amsterdams Peil (NAP) is mean high tide in 1684.",1992,,,3339,"Geodetic survey, topographic mapping, engineering survey.",Replaces DHHN85 in West Germany and SNN76 in East Germany. Uses Normal heights.,"Bundesamt für Kartographie und Geodäsie (BKG), http://crs.bkg.bund.de/crs-eu/",OGP,"2004/03/09",,0,
+5182,Deutches Haupthohennetz 1985,vertical,"Network adjusted in 1985. Height of reference point Wallenhorst defined as value from 1928 adjustment. Datum at Normaal Amsterdams Peil (NAP) is mean high tide in 1684.",1985,,,2326,"Geodetic survey, topographic mapping, engineering survey.",Replaced by DHHN92. Uses Normal-orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,"2004/03/09",,0,
+5183,SNN76,vertical,Network adjusted in 1976. Height at reference point Hoppegarten defined as 1957 value from the UPLN adjustment. Datum at Kronstadt is mean sea level of Baltic in 1833.,1976,,,1343,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights. Replaced by DHHN92.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,"2004/03/09",,0,
+5184,Baltic 1982,vertical,Network adjusted in 1982. Height at reference point Varna defined as 1958 value from the UPLN adjustment. Datum at Kronstadt is mean sea level of Baltic in 1833.,1982,,,3224,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,"2004/03/09",,0,
+5185,Baltic 1980,vertical,,,,,1119,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,"2004/03/09",,0,
+5186,Kuwait PWD,vertical,"Mean Low Low Water (MLLW) at Kuwait City.",,,,3267,Municipality and military purposes.,Approximately 1.03m below MSL.,Kuwait Oil Company.,OGP,"2004/06/16",,0,
+5187,KOC Well Datum,vertical,,1937,,,3267,KOC exploration and field development subsurface work.,Approximately 3.22m above MSL.,Kuwait Oil Company.,OGP,"2004/06/16",,0,
+5188,KOC Construction Datum,vertical,,1952,,,3267,KOC survey control and facilities engineering.,Approximately 1.52m below MSL. Created for the construction of the Mina al Ahmadi refinery.,Kuwait Oil Company.,OGP,"2004/06/16",,0,
+5189,Nivellement General de la Corse 1948,vertical,Mean sea level at Ajaccio between 1912 and 1937.,1948,,,1327,"Geodetic survey, topographic mapping, engineering survey.","Replaced by IGN78 Corsica (datum 5120).",IGN Paris,OGP,"2004/10/14",,0,
+5190,Danger 1950,vertical,Marker near tide gauge at port of Saint Pierre. Height is 1.26 metres above zero of tide gauge.,1950,,,3299,"Geodetic survey, topographic mapping, engineering survey.",,IGN Paris,OGP,"2004/10/14",,0,
+5191,Mayotte 1950,vertical,Marker on Issoufali jetty at Dzaoudzi. Height is 2.18m above zero of tide gauge.,1950,,,3340,"Geodetic survey, topographic mapping, engineering survey.",,IGN Paris,OGP,"2004/10/14",,0,
+5192,Martinique 1955,vertical,Mean sea level at Fort de France 1939. Marker DO-4-II on quay wall with elevation of 1.38m above msl.,1955,,,3276,"Geodetic survey, topographic mapping, engineering survey.","Orthometric heights. Replaced by Martinique 1987 (datum code 5154).",IGN Paris,OGP,"2008/09/17",2008.087,0,
+5193,Guadeloupe 1951,vertical,"Mean sea level July 1947 to June 1948 at Pointe-Fouillole (Pointe-à-Pitre harbour). Origin = marker AO'-12 with height of 1.917m above msl.",1955,,,2892,"Geodetic survey, topographic mapping, engineering survey.","Orthometric heights. Replaced by Guadeloupe 1988 (datum code 5155). Guadeloupe 1951 height 0.00m is 0.629m above 1947-48 sounding datum.",IGN Paris,OGP,"2008/09/17",2008.087,0,
+5194,Lagos 1955,vertical,"Mean sea level at Lagos, 1912-1928.",1955,,,3287,"Geodetic survey, topographic mapping, engineering survey.",,"Ebong et al, AVN International, 1991.",OGP,"2004/10/14",,0,
+5195,Nivellement General de Polynesie Francaise,vertical,,,,,3134,"Geodetic survey, topographic mapping, engineering survey.",The collection of heterogeneous levelling networks throughout the Society Islands of French Polynesia.,"Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,"2005/08/12",,0,
+5196,IGN 1966,vertical,"Fundamental benchmark: RN501",1966,,,3124,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,"2005/08/12",,0,
+5197,Moorea SAU 1981,vertical,"Fundamental benchmark: RN225",1981,,,3125,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,"2005/08/12",,0,
+5198,Raiatea SAU 2001,vertical,"Fundamental benchmark: RN1",2001,,,3136,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,"2005/08/12",,0,
+5199,Maupiti SAU 2001,vertical,"Fundamental benchmark: RN11",2001,,,3126,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,"2005/08/12",,0,
+5200,Huahine SAU 2001,vertical,"Fundamental benchmark: SHOM B3",2001,,,3135,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,"2005/08/12",,0,
+5201,Tahaa SAU 2001,vertical,"Fundamental benchmark: RN16",2001,,,3138,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,"2005/08/12",,0,
+5202,Bora Bora SAU 2001,vertical,"Fundamental benchmark: Vaitape quay SHOM benchmark B.",2001,,,3137,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,"2005/08/12",,0,
+5203,EGM84 geoid,vertical,WGS 84 ellipsoid.,1984,,,1262,Geodesy.,,"US National Geospatial-Intelligence Agency (NGA); http://earth-info.nga.mil/GandG/",OGP,"2005/09/30",,0,
+5204,International Great Lakes Datum 1955,vertical,"Pointe-au-Père (Father's Point), Quebec",1955,,,3468,Hydrology.,Dynamic heights. Adopted in 1962. Replaced by IGLD 1985 in January 1992.,Coordinating Committee on Great Lakes Basic Hydraulic and Hydrologic Data,OGP,"2006/11/11",,0,
+5205,International Great Lakes Datum 1985,vertical,"Rimouski, Quebec.",1985,,,3468,Hydrology.,Dynamic heights. Replaces IGLD 1955 from January 1992.,Coordinating Committee on Great Lakes Basic Hydraulic and Hydrologic Data,OGP,"2006/11/11",,0,
+5206,Dansk Vertikal Reference 1990,vertical,"Benchmark at Århus cathedral referenced to mean sea level determined during 1990 at 10 tide gauges: Esbjerg, Fredericia, Frederikshavn, Gedser, Hirtshals, Hornbæk, Korsør, København, Slipshavn and Århus.",,,,3237,Topographic mapping and engineering survey,Normal Orthometric heights.,"Kort & Matrikelstyrelsen",OGP,"2006/12/01",,0,
+5207,Croatian Vertical Reference System 1971,vertical,"Mean sea level at five tide gauges in Dubrovnik, Split, Bakar, Rovinj and Kopar at epoch 1971.5",1971,,,3234,Geodesy.,,State Geodetic Administration of the Republic of Croatia.,OGP,"2008/06/09",2008.043,0,
+5208,Rikets hojdsystem 2000,vertical,"Adjustment is referenced to mean high tide at Amsterdams Peil in 1684. To account for land level movements caused by isostatic rebound, heights are reduced to epoch 2000.0 using values computed from the RH 2000 LU (=NKG2005LU) uplift model.",2000,,,3313,"Topographic mapping, geodetic survey.","Realised through the third precise levelling network of 1979-2003. Adopted in 2005, replacing RH70. Uses Normal heights.",National Land Survey of Sweden,OGP,"2008/03/14",,0,
+5209,Rikets hojdsystem 1900,vertical,"Adjustment is referenced to mean sea level at Slussen, Stockholm.",1900,,,3313,"Topographic mapping, engineering survey.",Realised through the first precise levelling network of 1886-1905. Replaced by RH70.,National Land Survey of Sweden,OGP,"2008/03/14",,0,
+5210,IGN 1988 LS,vertical,"Mean sea level 1984 at Terre de Haut. Origin = marker O de -5 with defined height of 1.441m above msl. IGN 1988 LS height 0.00m is 0.46m above 1987 sounding datum; this approximately corresponds with msl at Pointe-à-Pitre (see datum code 5155, CRS 5757).",1988,,,2895,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,IGN Paris,OGP,"2008/09/17",,0,
+5211,IGN 1988 MG,vertical,"Mean sea level 1987 at Grand-Bourg. Origin = marker M0-I with defined height of 0.832m above msl. IGN 1988 MG height 0.00m is 0.46m above 1987 sounding datum; this approximately corresponds with msl at Pointe-à-Pitre (see datum code 5155, CRS code 5757).",1988,,,2894,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,IGN Paris,OGP,"2008/09/17",,0,
+5212,IGN 1992 LD,vertical,"Mean sea level at Pointe-à-Pitre. Origin = marker A with defined height of 0.792m above msl. IGN 1992 LD height 0.00m is 0.629m above sounding datum at Pointe-à-Pitre.",1992,,,2893,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,IGN Paris,OGP,"2008/09/17",,0,
+5213,IGN 1988 SB,vertical,"Mean sea level 1988 at port of Gustavia. Origin = marker A.ef-2 with defined height of 0.621m above msl. IGN 1988 SB height 0.00m deduced to be 0.201m above mean sea level at Pointe-à-Pitre.",1988,,,2891,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,IGN Paris,OGP,"2008/09/17",,0,
+5214,IGN 1988 SM,vertical,"Mean sea level 1949-1950 deduced at Fort Marigot. Origin = marker AS-13 with defined height of 6.990m above msl. IGN 1988 SM height 0.00m deduced to be 0.41m above sounding datum.",1988,,,2890,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,IGN Paris,OGP,"2008/09/17",,0,
+5215,European Vertical Reference Frame 2007,vertical,"13 stations (to be completed)",2007,,,3594,Geodesy.,"Realised by geopotential numbers and Normal heights of the United European Levelling Network. Replaces EVRF2000 (datum code 5129).","European veritical data centre at Bundesamt für Kartographie und Geodäsie (BKG), Leipzig branch. http://crs.bkg.bund.de/evrs/",OGP,"2008/11/21",,0,
+6001,"Not specified (based on Airy 1830 ellipsoid)",geodetic,,,7001,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_Airy_1830"
+6002,"Not specified (based on Airy Modified 1849 ellipsoid)",geodetic,,,7002,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_Airy_Modified"
+6003,"Not specified (based on Australian National Spheroid)",geodetic,,,7003,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_Australian"
+6004,"Not specified (based on Bessel 1841 ellipsoid)",geodetic,,,7004,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_Bessel_1841"
+6005,"Not specified (based on Bessel Modified ellipsoid)",geodetic,,,7005,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_Bessel_Modified"
+6006,"Not specified (based on Bessel Namibia ellipsoid)",geodetic,,,7046,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2001/01/21",1996.080 2000.420 2001.150,0,"D_Bessel_Namibia"
+6007,"Not specified (based on Clarke 1858 ellipsoid)",geodetic,,,7007,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_Clarke_1858"
+6008,"Not specified (based on Clarke 1866 ellipsoid)",geodetic,,,7008,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_Clarke_1866"
+6009,"Not specified (based on Clarke 1866 Michigan ellipsoid)",geodetic,,,7009,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_Clarke_1866_Michigan"
+6010,"Not specified (based on Clarke 1880 (Benoit) ellipsoid)",geodetic,,,7010,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_Clarke_1880_Benoit"
+6011,"Not specified (based on Clarke 1880 (IGN) ellipsoid)",geodetic,,,7011,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_Clarke_1880_IGN"
+6012,"Not specified (based on Clarke 1880 (RGS) ellipsoid)",geodetic,,,7012,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_Clarke_1880_RGS"
+6013,"Not specified (based on Clarke 1880 (Arc) ellipsoid)",geodetic,,,7013,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_Clarke_1880_Arc"
+6014,"Not specified (based on Clarke 1880 (SGA 1922) ellipsoid)",geodetic,,,7014,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_Clarke_1880_SGA"
+6015,"Not specified (based on Everest 1830 (1937 Adjustment) ellipsoid)",geodetic,,,7015,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,
+6016,"Not specified (based on Everest 1830 (1967 Definition) ellipsoid)",geodetic,,,7016,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_Everest_Def_1967"
+6018,"Not specified (based on Everest 1830 Modified ellipsoid)",geodetic,,,7018,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_Everest_Modified"
+6019,"Not specified (based on GRS 1980 ellipsoid)",geodetic,,,7019,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_GRS_1980"
+6020,"Not specified (based on Helmert 1906 ellipsoid)",geodetic,,,7020,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_Helmert_1906"
+6021,"Not specified (based on Indonesian National Spheroid)",geodetic,,,7021,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_Indonesian"
+6022,"Not specified (based on International 1924 ellipsoid)",geodetic,,,7022,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_International_1924"
+6024,"Not specified (based on Krassowsky 1940 ellipsoid)",geodetic,,,7024,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_Krasovsky_1940"
+6025,"Not specified (based on NWL 9D ellipsoid)",geodetic,,,7025,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_NWL_9D"
+6027,"Not specified (based on Plessis 1817 ellipsoid)",geodetic,,,7027,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_Plessis_1817"
+6028,"Not specified (based on Struve 1860 ellipsoid)",geodetic,,,7028,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_Struve_1860"
+6029,"Not specified (based on War Office ellipsoid)",geodetic,,,7029,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_War_Office"
+6030,"Not specified (based on WGS 84 ellipsoid)",geodetic,,,7030,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,
+6031,"Not specified (based on GEM 10C ellipsoid)",geodetic,,,7031,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_GEM_10C"
+6032,"Not specified (based on OSU86F ellipsoid)",geodetic,,,7032,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_OSU_86F"
+6033,"Not specified (based on OSU91A ellipsoid)",geodetic,,,7033,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_OSU_91A"
+6034,"Not specified (based on Clarke 1880 ellipsoid)",geodetic,,,7034,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",1996.080 2000.420,0,"D_Clarke_1880"
+6035,"Not specified (based on Authalic Sphere)",geodetic,,,7035,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown. Deprecated and replaced by 6047.,OGP,OGP,"2001/06/05",1996.080 2000.420,1,"D_Sphere"
+6036,"Not specified (based on GRS 1967 ellipsoid)",geodetic,,,7036,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",2000.420,0,"D_GRS_1967"
+6041,"Not specified (based on Average Terrestrial System 1977 ellipsoid)",geodetic,,,7041,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",2000.420,0,
+6042,"Not specified (based on Everest (1830 Definition) ellipsoid)",geodetic,,,7042,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",2000.420,0,"D_Everest_1830"
+6043,"Not specified (based on WGS 72 ellipsoid)",geodetic,,,7043,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",2000.420,0,
+6044,"Not specified (based on Everest 1830 (1962 Definition) ellipsoid)",geodetic,,,7044,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",2000.420,0,"D_Everest_Def_1962"
+6045,"Not specified (based on Everest 1830 (1975 Definition) ellipsoid)",geodetic,,,7045,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2000/05/03",2000.420,0,"D_Everest_Def_1975"
+6047,"Not specified (based on GRS 1980 Authalic Sphere)",geodetic,,,7048,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2004/04/27",2001.190 2003.330,0,
+6052,"Not specified (based on Clarke 1866 Authalic Sphere)",geodetic,,,7052,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2004/04/27",,0,"D_Sphere_Clarke_1866_Authalic"
+6053,"Not specified (based on International 1924 Authalic Sphere)",geodetic,,,7057,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2006/09/22",,0,
+6054,"Not specified (based on Hughes 1980 ellipsoid)",geodetic,,,7058,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,"2006/09/22",,0,
+6055,Popular Visualisation Datum,geodetic,Not specified in the classical sense of defining a geodetic datum.,,7059,8901,1262,Used by certain popular Web mapping and visualisation applications.,Not recognised by geodetic authorities.,Microsoft.,OGP,"2008/03/13",2008.114,1,
+6120,Greek,geodetic,"Fundamental point: Athens Observatory. Latitude 37°58'20.132""N, longitude 23°42'58.815""E (of Greenwich)",,7004,8901,1106,Topographic mapping.,"See geodetic datum alias 6404.  Used as basis of topographic mapping based on Hatt projection. Replaced by GGRS87 (code 6121).","Topography Department; National Technical University of Athens",OGP,"2008/06/24",2004.183 2008.045,0,"D_Greek"
+6121,Greek Geodetic Reference System 1987,geodetic,"Fundamental point: Dionysos. Latitude 38°04'33.8""N, longitude 23°55'51.0""E of Greenwich; geoid height 7.0 m.",1987,7019,8901,1106,Topographic mapping.,"Replaced (old) Greek datum.  Oil industry work based on ED50.","L. Portokalakis; Public Petroleum Corporation of Greece",OGP,"2008/06/24",2008.045,0,"D_GGRS_1987"
+6122,Average Terrestrial System 1977,geodetic,,1977,7041,8901,1283,Topographic mapping.,"In use from 1979.  To be phased out in late 1990's.",New Brunswick Geographic Information Corporation land and water information standards manual.,OGP,"1997/07/02",,0,"D_ATS_1977"
+6123,"Kartastokoordinaattijarjestelma (1966)",geodetic,Adjustment with fundamental point SF31 based on ED50 transformed to best fit the older VVJ adjustment.,1966,7022,8901,1095,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Adopted in 1970.,"National Land Survey of Finland;
+http://www.maanmittauslaitos.fi",OGP,"2006/03/31",2006.270,0,"D_KKJ"
+6124,Rikets koordinatsystem 1990,geodetic,,1982,7004,8901,1225,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces RT38 adjustment (datum code 6308)",National Land Survey of Sweden,OGP,"1997/11/13",,0,"D_RT_1990"
+6125,Samboja,geodetic,Original origin station P2 Exc now destroyed.  Extensions recomputed using Toran station T9 as origin.,,7004,8901,1328,Topographic mapping.,,Total Indonesia.,OGP,"1997/11/13",,1,"D_Samboja"
+6126,"Lithuania 1994 (ETRS89)",geodetic,Constrained to 4 ETRS89 points in Lithuania from the EUREF Baltic 1992 campaign..,1994,7019,8901,1145,"Topographic mapping, geodetic survey.",Densification of ETRS89 during the 1992 Baltic campaign.,HNIT-Baltic GeoInfoServisas,OGP,"1998/03/12",,0,"D_Lithuania_1994"
+6127,Tete,geodetic,"Fundamental point: Tete.",,7008,8901,3281,Topographic mapping.,,"Mozambique Direcção Nacional de Geografia e Cadastral (DINAGECA).",OGP,"1998/04/16",,0,"D_Tete"
+6128,Madzansua,geodetic,"Fundamental point: Madzansua.",,7008,8901,1315,Topographic mapping.,"Replaced by transformation to Tete datum (datum code 6127).","Mozambique Direcção Nacional de Geografia e Cadastral (DINAGECA).",OGP,"1998/04/16",,0,"D_Madzansua"
+6129,Observatario,geodetic,"Fundamental point: Maputo observatory.",,7008,8901,1329,Topographic mapping.,"Replaced by transformation to Tete datum (datum code 6127).","Mozambique Direcção Nacional de Geografia e Cadastral (DINAGECA).",OGP,"1998/04/16",,0,"D_Observatario"
+6130,"Moznet (ITRF94)",geodetic,ITRF94 at epoch 1996.9,,7030,8901,1167,Topographic mapping.,,"Mozambique Direcção Nacional de Geografia e Cadastral (DINAGECA).",OGP,"2006/08/18",2006.770,0,"D_Moznet"
+6131,Indian 1960,geodetic,DMA extension over IndoChina of the Indian 1954 network adjusted  to better fit local geoid.,,7015,8901,1302,Topographic mapping.,"Also known as Indian (DMA Reduced).",,OGP,"2003/12/31",2003.361,0,"D_Indian_1960"
+6132,Final Datum 1958,geodetic,"Fundamental point: Maniyur.  Latitude: 31°23'59.19""N, longitude: 48°32'31.38""E (of Greenwich).",,7012,8901,1300,Oil industry mapping.,Network included in Nahrwan 1967 adjustment.,IOEPC records,OGP,"2008/06/24",2008.045,0,"D_FD_1958"
+6133,Estonia 1992,geodetic,Densification from 4 ETRS89 points.,1992,7019,8901,1090,"Topographic mapping, Geodetic survey.","Based on ETRS89 as established during the 1992 Baltic campaign. Replaced by Estonia 1997 adjustment (code 6180).","http://www.geo.ut.ee",OGP,"2005/09/06",2005.460,0,"D_Estonia_1992"
+6134,PDO Survey Datum 1993,geodetic,Adjustment best fitted to Fahud network.,1993,7012,8901,3288,Oil industry mapping.,"Replaces Fahud datum (code 6232). Maximum differences to Fahud adjustment are 20 metres.",Petroleum Development Oman,OGP,"1999/04/22",,0,"D_PDO_1993"
+6135,Old Hawaiian,geodetic,"Fundamental point: Oahu West Base Astro.  Latitude: 21°18'13.89""N, longitude 157°50'55.79""W (of Greenwich)",,7008,8901,1334,Topographic mapping.,"Hawaiian Islands were never on NAD27 but rather on Old Hawaiian Datum.  NADCON conversion program provides transformation from Old Hawaiian Datum to NAD83 (original 1986 realization) but making the transformation appear to user as if from NAD27.","http://www.ngs.noaa.gov/ (NADCON readme file).",OGP,"2008/06/24",2005.460 2008.045,0,"D_Old_Hawaiian"
+6136,St. Lawrence Island,geodetic,,,7008,8901,1332,Topographic mapping.,"Many Alaskan islands were never on NAD27 but rather on independent datums.  NADCON conversion program provides transformation from St. Lawrence Island Datum to NAD83 (original 1986 realization) - making the transformation appear to user as if from NAD27.","http://www.ngs.noaa.gov/ (NADCON readme file)",OGP,"1999/05/24",,0,"D_St_Lawrence_Island"
+6137,St. Paul Island,geodetic,"Fundamental point latitude: 57°07'16.86""N, longitude: 170°16'24.00""W (of Greenwich).",,7008,8901,1333,Topographic mapping.,"Many Alaskan islands were never on NAD27 but rather on independent datums.  NADCON conversion program provides transformation from St. Paul Island Datum to NAD83 (original 1986 realization) - making the transformation appear to user as if from NAD27.","http://www.ngs.noaa.gov/ (NADCON readme file)",OGP,"2008/06/24",2008.045,0,"D_St_Paul_Island"
+6138,St. George Island,geodetic,"Fundamental point latitude: 56°36'11.31""N, longitude: 169°32'36.00""W (of Greenwich).",,7008,8901,1331,Topographic mapping.,"Many Alaskan islands were never on NAD27 but rather on independent datums.  NADCON conversion program provides transformation from St. George Island Datum to NAD83 (original 1986 realization) - making the transformation appear to user as if from NAD27.","http://www.ngs.noaa.gov/ (NADCON readme file)",OGP,"2008/06/24",2003.362 2008.045,0,"D_St_George_Island"
+6139,Puerto Rico,geodetic,"Fundamental point: Cardona Island Lighthouse. Latitude:17°57'31.40""N, longitude: 66°38'07.53""W (of Greenwich).",1901,7008,8901,1335,Topographic mapping.,"NADCON conversion program provides transformation from Puerto Rico Datum to NAD83 (original 1986 realization) but making the transformation appear to user as if from NAD27.","Ordnance Survey of Great Britain and http://www.ngs.noaa.gov/ (NADCON readme file).",OGP,"2008/06/24",2003.362 2008.045,0,"D_Puerto_Rico"
+6140,NAD83 Canadian Spatial Reference System,geodetic,,1998,7019,8901,1061,Geodetic survey.,,"Natural Resources of Canada, CSRS website.  http://www.geod.nrcan.gc.ca",OGP,"2007/09/25",2005.880 2006.461 2007.026 2007.092,0,"D_North_American_1983_CSRS98"
+6141,Israel,geodetic,"Fundamental point:  Latitude: 31°44'03.817""N, longitude: 35°12'16.261""E (of Greenwich).",,7019,8901,2603,Topographic mapping.,,Survey of Israel.,OGP,"2008/06/24",2002.340 2004.150 2008.045,0,"D_Israel"
+6142,Locodjo 1965,geodetic,"Fundamental point: T5 Banco. Latitude: 5°18'50.5""N, longitude: 4°02'05.1""W (of Greenwich).",1965,7012,8901,1075,Topographic mapping.,,IGN Paris.,OGP,"2008/06/24",2008.045,0,"D_Locodjo_1965"
+6143,Abidjan 1987,geodetic,"Fundamental point: Abidjan I. Latitude: 5°18'51.01""N, longitude: 4°02'06.04""W (of Greenwich).",1987,7012,8901,1075,Topographic mapping.,,IGN Paris.,OGP,"2008/06/24",2008.045,0,"D_Abidjan_1987"
+6144,Kalianpur 1937,geodetic,"Fundamental point: Kalianpur. Latitude: 24° 07'11.260""N, longitude: 77°39'17.570""E (of Greenwich).",1937,7015,8901,1308,Topographic mapping.,Replaces 1880 adjustment except for topographic mapping.  Replaced in Bangladesh and Pakistan by 1962 metrication conversion and in India by 1975 metrication conversion.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",OGP,"2008/06/24",2008.045,0,"D_Kalianpur_1937"
+6145,Kalianpur 1962,geodetic,"Fundamental point: Kalianpur. Latitude: 24° 07'11.260""N, longitude: 77°39'17.570""E (of Greenwich).",1962,7044,8901,3289,Topographic mapping.,"1937 adjustment rescaled by ratio metric conversions of Indian foot (1937) to Indian foot (1962).",,OGP,"2008/06/24",2008.045,0,"D_Kalianpur_1962"
+6146,Kalianpur 1975,geodetic,"Fundamental point: Kalianpur. Latitude: 24° 07'11.260""N, longitude: 77°39'17.570""E (of Greenwich).",1975,7045,8901,3341,Topographic mapping.,"1937 adjustment rescaled by ratio metric conversions of Indian foot (1937) to Indian foot (1975).",,OGP,"2008/06/24",2008.045,0,"D_Kalianpur_1975"
+6147,Hanoi 1972,geodetic,,1972,7024,8901,3328,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,PetroVietnam,OGP,"1999/10/20",,0,"D_Hanoi_1972"
+6148,Hartebeesthoek94,geodetic,Coincident with ITRF91 at epoch 1994.0 at Hartebeesthoek astronomical observatory near Pretoria.,1994,7030,8901,1215,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Cape datum (code 6222).","Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm",OGP,"2006/08/18",1999.960 2006.770,0,"D_Hartebeesthoek_1994"
+6149,CH1903,geodetic,"Fundamental point: Old Bern observatory. Latitude: 46°57'08.660""N, longitude: 7°26'22.500""E (of Greenwich).",1903,7004,8901,1286,Topographic mapping.,,"Bundesamt für Landestopographie",OGP,"2008/06/24",2008.045,0,"D_CH1903"
+6150,"CH1903+",geodetic,"Fundamental point: Zimmerwald observatory.",,7004,8901,1286,"Geodetic survey, topographic mapping.",,"Bundesamt für Landestopographie.  Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.",OGP,"2001/11/06",2001.520,0,"D_CH1903+"
+6151,Swiss Terrestrial Reference Frame 1995,geodetic,ETRF89 at epoch 1993.0,1995,7019,8901,1286,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Bundesamt für Landestopographie.  Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.",OGP,"2006/08/18",2006.770,0,"D_Swiss_TRF_1995"
+6152,"NAD83 (High Accuracy Regional Network)",geodetic,,,7019,8901,1337,Geodetic survey.,,National Geodetic Survey,OGP,"2009/07/29",2009.044,0,"D_North_American_1983_HARN"
+6153,Rassadiran,geodetic,"Fundamental point: Total1. Latitude: 27°31'07.784""N, longitude: 52°36'12.741""E (of Greenwich).",1998,7022,8901,1338,Oil industry mapping.,,Total-Fina,OGP,"2008/06/24",2008.045,0,"D_Rassadiran"
+6154,"European Datum 1950(1977)",geodetic,Extension of ED50 over Iran.,1977,7022,8901,1123,Topographic mapping.,Sometimes referred to as ED50-ED77.,National Cartographic Centre of Iran,OGP,"1999/11/20",,0,"D_European_1950_ED77"
+6155,Dabola 1981,geodetic,,1981,7011,8901,3257,Topographic mapping.,,IGN Paris,OGP,"1999/12/09",,0,"D_Dabola_1981"
+6156,Jednotne Trigonometricke Site Katastralni,geodetic,"Modification of Austrian MGI datum, code 6312.",,7004,8901,1306,"Geodetic survey, cadastre, topographic mapping, engineering survey.","S-JTSK = System of the Unified Trigonometrical Cadastral Network.","Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.",OGP,"2001/11/06",2001.260 2001.510,0,"D_S_JTSK"
+6157,Mount Dillon,geodetic,"Fundamental point: Mount Dillon triangulation station. Latitude: 11°15'07.843""N, longitude: 60°41'09.632""W (of Greenwich).",,7007,8901,1322,Topographic mapping.,,University of the West Indies Geodetic Services.,OGP,"2008/06/24",2003.361 2008.045,0,"D_Mount_Dillon"
+6158,Naparima 1955,geodetic,"Fundamental point: Naparima. Latitude: 10°16'44.860""N, longitude: 61°27'34.620""W (of Greenwich).",1955,7022,8901,3143,Topographic mapping.,Naparima 1972 is an extension of the Naparima 1955 network of Trinidad to include Tobago.,Ordnance Survey International.,OGP,"2008/06/24",2008.045,0,"D_Naparima_1955"
+6159,European Libyan Datum 1979,geodetic,Extension of ED50 over Libya.,1979,7022,8901,1143,Topographic mapping.,,Brown and Root,OGP,"2003/12/31",2003.362,0,"D_European_Libyan_1979"
+6160,Chos Malal 1914,geodetic,Chos Malal police station.,1914,7022,8901,1292,Oil industry mapping.,"Also known as Quini-Huao.  Replaced by Campo Inchauspe (code 6221).",Various oil company records.,OGP,"2000/03/07",,0,"D_Chos_Malal_1914"
+6161,Pampa del Castillo,geodetic,,,7022,8901,1265,Oil industry mapping.,"Used in Comodoro Rivadavia area.  Replaced by Campo Inchauspe (code 6221).",Various oil company records.,OGP,"2000/03/07",,0,"D_Pampa_del_Castillo"
+6162,Korean Datum 1985,geodetic,"Fundamental point: Suwon. Latitude 37°16'31.9034""N, longitude 127°03'05.1451""E of Greenwich.",1985,7004,8901,3266,Topographic mapping.,,"Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1999. http://www.asprs.org/",OGP,"2008/06/24",2001.280 2005.460 2008.045,0,"D_Korean_Datum_1985"
+6163,Yemen National Geodetic Network 1996,geodetic,"Sana'a IGN reference marker.",1996,7030,8901,1257,Topographic mapping.,,IGN Paris,OGP,"2000/03/07",,0,"D_Yemen_NGN_1996"
+6164,South Yemen,geodetic,,,7024,8901,1340,Topographic mapping.,,IGN Paris,OGP,"2000/03/07",,0,"D_South_Yemen"
+6165,Bissau,geodetic,,,7022,8901,3258,Topographic mapping.,,"NIMA TR8350.2  ftp://164.214.2.65/pub/gig/tr8350.2/changes.pdf",OGP,"2005/09/05",2005.460,0,"D_Bissau"
+6166,Korean Datum 1995,geodetic,,1995,7030,8901,3266,Topographic mapping.,,"NIMA TR8350.2  ftp://164.214.2.65/pub/gig/tr8350.2/changes.pdf",OGP,"2005/09/05",2005.460,0,"D_Korean_Datum_1995"
+6167,New Zealand Geodetic Datum 2000,geodetic,Based on ITRF96 at epoch 2000.0,2000,7019,8901,1175,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces New Zealand Geodetic Datum 1949 (code 6272) and Chatham Islands Datum 1979 (code 6673) from March 2000.","Land Information New Zealand. http://www.linz.govt.nz/rcs/linz/pub/web/root/core/SurveySystem/GeodeticInfo/GeodeticDatums/nzgd2000factsheet/index.jsp",OGP,"2007/09/29",2004.110 2007.090,0,"D_NZGD_2000"
+6168,Accra,geodetic,"Fundamental point: GCS Station 547. Latitude: 5°23'43.3""N, longitude: 0°11'52.3""W (of Greenwich).",,7029,8901,1104,Topographic mapping.,"Replaced in 1978 by Leigon datum (code 6250).",Ordnance Survey International,OGP,"2008/06/24",2008.045,0,"D_Accra"
+6169,American Samoa 1962,geodetic,"Fundamental point: Betty 13 eccentric. Latitude: 14°20'08.34""S, longitude: 170°42'52.25""W (of Greenwich).",1962,7008,8901,3109,Topographic mapping.,,NIMA TR8350.2 revision of January 2000. Oil industry sources for origin description details.,OGP,"2008/06/24",2003.362 2005.230 2008.045,0,"D_American_Samoa_1962"
+6170,Sistema de Referencia Geocentrico para America del Sur 1995,geodetic,ITRF94 at epoch 1995.42.,1995,7019,8901,3448,Geodetic survey.,Realised by a frame of 58 stations observed in 1995 and adjusted in the ITRF94. Replaced by SIRGAS 2000.,"NIMA TR8350.2 revision of January 2000. Also http://www1.ibge.gov.br/",OGP,"2006/08/18",2004.250 2005.460 2006.465 2006.770,0,"D_SIRGAS"
+6171,Reseau Geodesique Francais 1993,geodetic,Coincident with ETRS89 at epoch 1993.0,1993,7019,8901,1096,Geodetic survey.,,"http://www.ign.fr/ via TotalFinaElf",OGP,"2005/09/05",2001.510 2005.460,0,"D_RGF_1993"
+6172,Posiciones Geodesicas Argentinas,geodetic,,1994,7019,8901,1033,"Topographic mapping, geodetic survey.","Una red geodésica de 127 puntos materializados
+en el terreno que definen el Sistema Geodésico Nacional.  [A geodetic network of 127 points defining the National Geodetic System.] Replaced by POSGAR98 (code 6190).","http://www.igm.gov.ar/posgar.html",OGP,"2000/10/19",,1,"D_POSGAR"
+6173,IRENET95,geodetic,ETRS89 stations in Ireland,1995,7019,8901,1305,Geodetic survey.,Densification of ETRS89,Ordnance Survey of Ireland,OGP,"2004/04/07",2004.220,0,"D_IRENET95"
+6174,Sierra Leone Colony 1924,geodetic,"Fundamental point: Kortright. Latitude: 8°28'44.4""N, longitude: 13°13'03.81""W (of Greenwich).",1924,7029,8901,1342,"Topographic mapping, engineering survey.",,Ordnance Survey International.,OGP,"2008/06/24",2008.045,0,"D_Sierra_Leone_1924"
+6175,Sierra Leone 1968,geodetic,"Fundamental point: SLX2 Astro. Latitude: 8°27'17.567""N, longitude: 12°49'40.186""W (of Greenwich).",1968,7012,8901,3306,"Topographic mapping, engineering survey.",Extension and readjustment with additional observations of 1960 network.  Coordinates of 1960 stations change by less than 3 metres.,Ordnance Survey International.,OGP,"2008/06/24",2008.045,0,"D_Sierra_Leone_1968"
+6176,Australian Antarctic Datum 1998,geodetic,,1998,7019,8901,1278,Topographic mapping.,,Standards Australia,OGP,"2006/01/30",2006.080,0,"D_Australian_Antarctic_1998"
+6178,"Pulkovo 1942(83)",geodetic,"Fundamental point: Pulkovo observatory. Latitude: 59°46'18.550""N, longitude: 30°19'42.090""E (of Greenwich).",1983,7024,8901,3574,"Geodetic survey, cadastre, topographic mapping, engineering survey.",1983 international adjustment of Uniform Astro-Geodetic Network of countries of central and eastern Europe.,"Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/",OGP,"2008/09/24",2008.045 2008.011,0,"D_Pulkovo_1942_Adj_1983"
+6179,"Pulkovo 1942(58)",geodetic,"Fundamental point: Pulkovo observatory. Latitude: 59°46'18.550""N, longitude: 30°19'42.090""E (of Greenwich).",1956,7024,8901,3574,"Geodetic survey, cadastre, topographic mapping, engineering survey.",1956 international adjustment of Uniform Astro-Geodetic Network of countries of central and eastern Europe. Locally densified during 1957 and 1958.,"Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/",OGP,"2008/09/24",2008.011 2008.045,0,"D_Pulkovo_1942_Adj_1958"
+6180,Estonia 1997,geodetic,Densification of ETRS89 during EUREF-ESTONIA97 campaign through transformation from ITRF96 at epoch 1997.56.,1997,7019,8901,1090,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Estonia 1992 adjustment (code 6133).","Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/",OGP,"2006/08/18",2006.770,0,"D_Estonia_1997"
+6181,Luxembourg 1930,geodetic,"Fundamental point: northern station of Habay-la-Neuve baseline in Belgium. Latitude: 49°43'24.408""N, longitude: 5°38'22.470""E (of Greenwich).",1930,7022,8901,1146,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Administration du Cadastre et de la Topographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/",OGP,"2008/06/24",2008.045,0,"D_Luxembourg_1930"
+6182,Azores Occidental Islands 1939,geodetic,"Fundamental point: Observatario Meteorologico Flores.",1939,7022,8901,1344,Topographic mapping.,,"Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/",OGP,"2005/12/30",2005.850,0,"D_Azores_Occidental_Islands_1939"
+6183,Azores Central Islands 1948,geodetic,"Fundamental point: Graciosa south west base. Latitude: 39°03'54.934""N, longitude: 28°02'23.882""W (of Greenwich).",1948,7022,8901,1301,Topographic mapping.,"Replaced by 1995 adjustment (datum code 6665).","Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/  Oil industry sources for origin description details.",OGP,"2008/06/24",2002.250 2003.231 2003.362 2008.045,0,"D_Azores_Central_Islands_1948"
+6184,Azores Oriental Islands 1940,geodetic,"Fundamental point: Forte de São Bras.",1940,7022,8901,1345,Topographic mapping.,"Replaced by 1995 adjustment (datum code 6664).","Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/",OGP,"2003/08/14",2003.231,0,"D_Azores_Oriental_Islands_1940"
+6185,Madeira 1936,geodetic,"Fundamental point: Madeira SE Base.",1936,7022,8901,1314,Topographic mapping.,,"Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/",OGP,"2001/06/05",,1,"D_Madeira_1936"
+6188,OSNI 1952,geodetic,Position fixed to the coordinates from the 19th century Principle Triangulation of station Divis. Scale and orientation controlled by position of Principle Triangulation stations Knocklayd and Trostan.,1952,7001,8901,2530,Geodetic survey and topographic mapping.,"Replaced by Geodetic Datum of 1965 alias 1975 Mapping Adjustment or TM75 (datum code 6300).",Ordnance Survey of Northern Ireland.,OGP,"2001/11/06",,0,"D_OSNI_1952"
+6189,Red Geodesica Venezolana,geodetic,Realised by a frame of 67 stations observed in 1995 as a densification of the SIRGAS campaign and adjusted in the ITRF94.,2000,7019,8901,1251,Geodetic survey.,,Servicio Autonomo de Geografia y Cartografia Nacional.,OGP,"2001/06/11",,0,"D_REGVEN"
+6190,Posiciones Geodesicas Argentinas 1998,geodetic,"A geodetic network of 136 high accuracy surveyed points. Densification of SIRGAS 1995; ITRF94 at epoch 1995.42.",1998,7019,8901,1033,Geodetic survey.,"Technically, but at this record revision date not legally, replaces the 1994 POSGAR adjustment (code 6694).","Instituto Geográfico Militar de la República Argentina, http://www.igm.gov.ar",OGP,"2005/09/12",2003.361 2005.460 2005.480 2006.770,0,"D_POSGAR_1998"
+6191,Albanian 1987,geodetic,,1987,7024,8901,1025,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"EuroGeographics; http://crs.bkg.bund.de/crs-eu/",OGP,"2001/11/06",,0,"D_Albanian_1987"
+6192,Douala 1948,geodetic,"South pillar of Douala base; 4°00'40.64""N, 9°42'30.41""E (of Greenwich).",1948,7022,8901,2555,Topographic mapping.,"Replaced  by Manoca 1962 datum (code 6193).",TotalFinaElf,OGP,"2008/06/24",2005.830 2008.045,0,"D_Douala_1948"
+6193,Manoca 1962,geodetic,"Reservoir centre at the  Manoca tower (""tube Suel""), 3°51'49.896""N, 9°36'49.347""E (of Greenwich).",1962,7011,8901,2555,Topographic mapping.,"The intent of the Bukavu 1953 conference was to adopt the Clarke 1880 (RGS) ellipsoid (code 7012) but in practice this datum has used the IGN version.  Replaces Douala 1948 (code 6192).",TotalFinaElf,OGP,"2008/06/24",2008.045,0,"D_Manoca_1962"
+6194,Qornoq 1927,geodetic,"Fundamental point: Station 7008. Latitude: 64°31'06.27""N, longitude: 51°12'24.86""W (of Greenwich).",1927,7022,8901,3362,Topographic mapping.,,"Kort & Matrikelstyrelsen, Copenhagen. Origin coordinates from NIMA http://earth-info.nima.mil/",OGP,"2008/06/24",2003.362 2005.460 2006.220 2008.045,0,"D_Qornoq_1927"
+6195,Scoresbysund 1952,geodetic,,1952,7022,8901,2570,Topographic mapping.,,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,"2002/01/18",,0,"D_Scoresbysund_1952"
+6196,Ammassalik 1958,geodetic,,1958,7022,8901,2571,Topographic mapping.,,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,"2002/01/18",,0,"D_Ammassalik_1958"
+6197,Garoua,geodetic,"Fundamental point: IGN astronomical station and benchmark no. 16 at Tongo. Latitude 8°55'08.74""N, longitude 13°30'43.19""E (of Greenwich).",,7012,8901,2590,Topographic mapping.,,TotalFinaElf,OGP,"2008/06/24",2008.045,0,"D_Garoua"
+6198,Kousseri,geodetic,"IGN astronomical station Dabanga; 11°55'05.9""N  14°38'40.8""E (of Greenwich).",,7012,8901,2591,Topographic mapping.,,TotalFinaElf,OGP,"2008/06/24",2008.045,0,"D_Kousseri"
+6199,Egypt 1930,geodetic,"Fundamental point: Station F1 (Venus). Latitude: 30°01'42.86""N, longitude: 31°16'37.05""E (of Greenwich).",1930,7022,8901,3242,Used for scientific purposes only.,"Note that Egypt 1930 uses the International 1924 ellipsoid, unlike the Egypt 1907 datum (code 6229) which uses the Helmert ellipsoid. Oil industry references to the Egypt 1930 datum name and the Helmert ellipsoid probably mean Egypt 1907 datum.",,OGP,"2008/06/24",2008.045,0,"D_Egypt_1930"
+6200,Pulkovo 1995,geodetic,"Fundamental point: Pulkovo observatory. Latitude: 59°46'15.359""N, longitude: 30°19'28.318""E (of Greenwich).",1995,7024,8901,1198,Scientific adjustment.,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,"2008/06/24",2008.045,0,"D_Pulkovo_1995"
+6201,Adindan,geodetic,"Fundamental point: Station 15; Adindan. Latitude: 22°10'07.110""N, longitude: 31°29'21.608""E (of Greenwich).",,7012,8901,1271,Topographic mapping.,"The 12th parallel traverse of 1966-70 (Point 58 datum, code 6620) is connected to the Adindan network in western Sudan. This has given rise to misconceptions that the Adindan network is used in west Africa.",,OGP,"2008/06/24",2002.431 2003.361 2008.045,0,"D_Adindan"
+6202,Australian Geodetic Datum 1966,geodetic,"Fundamental point: Johnson Memorial Cairn. Latitude: 25°56'54.5515""S, longitude: 133°12'30.0771""E (of Greenwich).",1966,7003,8901,1279,Topographic mapping.,,"Australian Map Grid Technical Manual. National Mapping Council of Australia Technical Publication 7; 1972.",OGP,"2008/06/24",2003.361 2008.045,0,"D_Australian_1966"
+6203,Australian Geodetic Datum 1984,geodetic,"Fundamental point: Johnson Memorial Cairn. Latitude: 25°56'54.5515""S, longitude: 133°12'30.0771""E (of Greenwich).",1984,7003,8901,2576,Topographic mapping.,"Uses all data from 1966 adjustment with additional observations, improved software and a geoid model.","""GDA technical manual v2_2"", Intergovernmental Committee on Surveying and Mapping. www.anzlic.org.au/icsm/gdtm/",OGP,"2008/06/24",2003.290 2003.361 2008.045,0,"D_Australian_1984"
+6204,Ain el Abd 1970,geodetic,"Fundamental point: Ain El Abd.  Latitude: 28°14'06.171""N, longitude: 48°16'20.906""E (of Greenwich).",1970,7022,8901,1272,Topographic mapping.,,,OGP,"2008/06/24",2003.361 2008.045,0,"D_Ain_el_Abd_1970"
+6205,Afgooye,geodetic,,,7024,8901,1214,Topographic mapping.,,,OGP,"1995/06/02",,0,"D_Afgooye"
+6206,Agadez,geodetic,,,7011,8901,1177,Topographic mapping.,,,OGP,"1995/06/02",,0,"D_Agadez"
+6207,Lisbon 1937,geodetic,"Fundamental point: Castelo Sao Jorge, Lisbon. Latitude: 38°42'43.631""N, longitude: 9°07'54.862""W (of Greenwich).",1937,7022,8901,1294,Topographic mapping.,"Replaces Lisbon 1890 adjustment (which used Bessel 1841 ellipsoid).","Instituto Geografico e Cadastral; Lisbon",OGP,"2008/06/24",2001.551 2008.045,0,"D_Lisbon"
+6208,Aratu,geodetic,,,7022,8901,1274,Oil industry geodetic purposes.,,,OGP,"1995/06/02",,0,"D_Aratu"
+6209,Arc 1950,geodetic,"Fundamental point: Buffelsfontein. Latitude: 33°59'32.000""S, longitude: 25°30'44.622""E (of Greenwich).",1950,7013,8901,1276,"Topographic mapping, geodetic survey.",,,OGP,"2008/06/24",2008.045,0,"D_Arc_1950"
+6210,Arc 1960,geodetic,"Fundamental point: Buffelsfontein. Latitude: 33°59'32.000""S, longitude: 25°30'44.622""E (of Greenwich).",1960,7012,8901,1277,"Topographic mapping, geodetic survey.",,,OGP,"2008/06/24",2008.045,0,"D_Arc_1960"
+6211,Batavia,geodetic,"Fundamental point: Longitude at Batavia Astro. Station. Latitude: 6°07'39.522""S, longitude: 106°48'27.790""E (of Greenwich). Latitude and azimuth at Genuk.",,7004,8901,1285,Topographic mapping.,,,OGP,"2008/06/24",2003.361 2008.045,0,"D_Batavia"
+6212,Barbados 1938,geodetic,"Fundamental point: HMS Challenger astro station M1, St. Anne's Tower. Latitude 13°04'32.53""N, longitude 59°36'29.34""W (of Greenwich).",1938,7012,8901,1042,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,"2008/06/24",1999.170 2006.030 2008.045,0,"D_Barbados_1938"
+6213,Beduaram,geodetic,,,7011,8901,2771,Topographic mapping.,,,OGP,"2004/09/01",2004.490,0,"D_Beduaram"
+6214,Beijing 1954,geodetic,"Pulkovo, transferred through Russian triangulation.",1954,7024,8901,3228,Topographic mapping.,Scale determined through three baselines in northeast China. Discontinuities at boundaries of adjustment blocks. From 1982 replaced by Xian 1980 and New Beijing.,"Chinese Science Bulletin, 2009, 54:2714-2721",OGP,"2009/11/24",2009.084,0,"D_Beijing_1954"
+6215,Reseau National Belge 1950,geodetic,"Fundamental point: Lommel (tower). Latitude: 51°13'47.334""N, longitude: 5°18'49.483""E (of Greenwich).",1950,7022,8901,1347,Topographic mapping.,,,OGP,"2008/06/24",2003.361 2008.045,0,"D_Belge_1950"
+6216,Bermuda 1957,geodetic,"Fundamental point: Fort George base. Latitude 32°22'44.36""N, longitude 64°40'58.11""W (of Greenwich).",1957,7008,8901,1047,Topographic mapping.,,Various oil industry sources.,OGP,"2008/06/24",2003.362 2008.045,0,"D_Bermuda_1957"
+6218,Bogota 1975,geodetic,"Fundamental point: Bogota observatory. Latitude: 4°35'56.570""N, longitude: 74°04'51.300""W (of Greenwich).",1975,7022,8901,3229,Topographic mapping.,"Replaces 1951 adjustment. Replaced by MAGNA-SIRGAS (datum code 6685).","Instituto Geografico Agustin Codazzi (IGAC) special publication no. 1, 4th edition (1975) ""Geodesia: Resultados Definitvos de Parte de las Redes Geodesicas Establecidas en el Pais"".",OGP,"2008/06/24",2000.200 2005.060 2007.060 2008.045,0,"D_Bogota"
+6219,Bukit Rimpah,geodetic,"2°00'40.16""S, 105°51'39.76""E (of Greenwich).",,7004,8901,1287,Topographic mapping.,,,OGP,"2008/06/24",2008.045,0,"D_Bukit_Rimpah"
+6220,Camacupa,geodetic,"Fundamental point: Campo de Aviaçao. Latitude: 12°01'09.070""S, Longitude = 17°27'19.800""E (of Greenwich)",1948,7012,8901,1288,Coastal hydrography.,,"Portuguese Hydrographic Institute and Clifford J. Mugnier, PE&RS journal, March 2001.",OGP,"2008/06/24",2003.361 2006.973 2008.045,0,"D_Camacupa"
+6221,Campo Inchauspe,geodetic,"Fundamental point: Campo Inchauspe. Latitude: 35°58'16.56""S, longitude: 62°10'12.03""W (of Greenwich).",,7022,8901,1033,Topographic mapping.,,"NIMA http://earth-info.nima.mil/",OGP,"2008/06/24",2003.361 2005.460 2008.045,0,"D_Campo_Inchauspe"
+6222,Cape,geodetic,"Fundamental point: Buffelsfontein. Latitude: 33°59'32.000""S, longitude: 25°30'44.622""E (of Greenwich).",,7013,8901,1290,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Private Communication, Directorate of Surveys and Land Information, Cape Town.",OGP,"2008/06/24",1996.250 1999.690 2008.045,0,"D_Cape"
+6223,Carthage,geodetic,"Fundamental point: Carthage. Latitude: 40.9464506g = 36°51'06.50""N, longitude: 8.8724368g E of Paris = 10°19'20.72""E (of Greenwich).",1925,7011,8901,1236,Topographic mapping.,Fundamental point astronomic coordinates determined in 1878.,,OGP,"2008/06/24",2003.362 2003.050 2008.045,0,"D_Carthage"
+6224,Chua,geodetic,"Fundamental point: Chua. Latitude: 19°45'41.160""S, longitude: 48°06'07.560""W (of Greenwich).",,7022,8901,3356,Geodetic survey.,The Chua origin and associated network is in Brazil with a connecting traverse through northern Paraguay. It was used in Brazil only as input into the Corrego Allegre adjustment and for government work in Distrito Federal.,"NIMA http://earth-info.nima.mil/",OGP,"2009/06/02",2003.361 2005.460 2005.840 2006.490 2008.045 2009.021,0,"D_Chua"
+6225,Corrego Alegre,geodetic,"Fundamental point: Corrego Alegre. Latitude: 19°50'15.140""S, longitude: 48°57'42.750""W (of Greenwich).",,7022,8901,1293,"Topographic mapping, geodetic survey. Superseded by SAD69.","NIMA gives coordinates of origin as latitude: 19°50'15.140""S, longitude: 48°57'42.750""W.","IBGE and NIMA http://earth-info.nima.mil/",OGP,"2008/06/24",2005.841 2008.045,0,"D_Corrego_Alegre"
+6226,"Cote d'Ivoire",geodetic,,,7011,8901,1075,Topographic mapping.,,,OGP,"1995/06/02",2001.110,1,"D_Cote_d_Ivoire"
+6227,Deir ez Zor,geodetic,"Fundamental point: Trig. 254 Deir. Latitude: 35°21'49.975""N, longitude: 40°05'46.770""E (of Greenwich).",,7011,8901,1623,Topographic mapping.,,,OGP,"2008/06/24",2003.361 2008.045,0,"D_Deir_ez_Zor"
+6228,Douala,geodetic,,,7011,8901,1060,Topographic mapping.,,,OGP,"1995/06/02",,1,"D_Douala"
+6229,Egypt 1907,geodetic,"Fundamental point: Station F1 (Venus). Latitude: 30°01'42.86""N, longitude: 31°16'33.60""E (of Greenwich).",1907,7020,8901,1086,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,,OGP,"2008/06/24",2008.045,0,"D_Egypt_1907"
+6230,European Datum 1950,geodetic,"Fundamental point: Potsdam (Helmert Tower). Latitude: 52°22'51.4456""N, longitude: 13°03'58.9283""E (of Greenwich).",1950,7022,8901,1296,"Topographic mapping, geodetic survey.",,"EuroGeographics; http://crs.bkg.bund.de/crs-eu/",OGP,"2008/06/24",2003.361 2008.045,0,"D_European_1950"
+6231,European Datum 1987,geodetic,"Fundamental point: Potsdam (Helmert Tower). Latitude: 52°22'51.4456""N, longitude: 13°03'58.9283""E (of Greenwich).",1987,7022,8901,1297,Scientific network.,,,OGP,"2008/06/24",2003.362 2008.045,0,"D_European_1987"
+6232,Fahud,geodetic,"Fundamental point: Station NO68-024 Fahud. Latitude: 22°17'31.182""N, longitude: 56°29'18.820""E (of Greenwich).",,7012,8901,3288,Oil industry mapping.,"Replaced by PSD93 (code 6134).",Petroleum Development Oman.,OGP,"2008/06/24",2008.045,0,"D_Fahud"
+6233,Gandajika 1970,geodetic,,1970,7022,8901,1152,Topographic mapping.,,,OGP,"1995/06/02",,1,"D_Gandajika_1970"
+6234,Garoua,geodetic,,,7011,8901,1060,Topographic mapping.,"The intent of the Bukavu 1953 conference was to adopt the Clarke 1880 (RGS) ellipsoid (code 7012) but in practice this datum has used the IGN version.",,OGP,"1995/06/02",,1,"D_Garoua"
+6235,Guyane Francaise,geodetic,,,7022,8901,1097,Topographic mapping.,,,OGP,"1995/06/02",,1,"D_Guyane_Francaise"
+6236,Hu Tzu Shan 1950,geodetic,"Fundamental point: Hu Tzu Shan. Latitude: 23°58'32.34""N, longitude: 120°58'25.975""E (of Greenwich).",1950,7022,8901,3315,Topographic mapping.,,"NIMA 
+US NGA, http://earth-info.nga.mil/GandG/index.html",OGP,"2008/08/12",2003.362 2005.460 2005.830 2008.017 2008.045,0,"D_Hu_Tzu_Shan"
+6237,Hungarian Datum 1972,geodetic,"Fundamental point: Szolohegy. Latitude: 47°17'32,6156""N, longitude 19°36'09.9865""E (of Greenwich); geoid height 6.56m.",1972,7036,8901,1119,Topographic mapping.,"Replaced Hungarian Datum 1909 (EPSG datum code 1024).","http://lazarus.elte.hu/gb/geodez/geod3.htm",OGP,"2008/08/02",1996.090 2008.045 2008.047,0,"D_Hungarian_1972"
+6238,Indonesian Datum 1974,geodetic,"Fundamental point: Padang. Latitude: 0°56'38.414""S, longitude: 100°22' 8.804""E (of Greenwich). Ellipsoidal height 3.190m, gravity-related height 14.0m above mean sea level.",1974,7021,8901,1122,Topographic mapping.,Replaced by DGN95.,Bakosurtanal 1979 paper by Jacob Rais.,OGP,"2008/06/24",2002.151 2006.810 2008.045,0,"D_Indonesian_1974"
+6239,Indian 1954,geodetic,Extension of Kalianpur 1937 over Myanmar and Thailand.,1954,7015,8901,1304,Topographic mapping.,,,OGP,"2003/12/31",2003.361,0,"D_Indian_1954"
+6240,Indian 1975,geodetic,"Fundamental point: Khau Sakaerang.",1975,7015,8901,1231,Topographic mapping.,,,OGP,"1995/06/02",,0,"D_Indian_1975"
+6241,Jamaica 1875,geodetic,"Fundamental point: Fort Charles Flagstaff. Latitude: 17°55'55.800""N, longitude: 76°56'37.260""W (of Greenwich).",1875,7034,8901,3342,Topographic mapping.,,"Survey Department, Government of Jamaica, 1983.",OGP,"2008/06/24",2004.510 2008.045,0,"D_Jamaica_1875"
+6242,Jamaica 1969,geodetic,"Fundamental point: Fort Charles Flagstaff. Latitude: 17°55'55.800""N, longitude: 76°56'37.260""W (of Greenwich).",1969,7008,8901,3342,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Survey Department, Government of Jamaica, 1983.",OGP,"2008/06/24",2004.510 2008.045,0,"D_Jamaica_1969"
+6243,Kalianpur 1880,geodetic,"Fundamental point: Kalianpur. Latitude: 24°07'11.260""N, longitude: 77°39'17.570""E (of Greenwich).",1880,7042,8901,1307,Topographic mapping.,"Includes 1916 extension into Burma (Myanmar).  Replaced by 1937 adjustment.","G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",OGP,"2008/06/24",1997.231 2004.290 2008.045,0,"D_Kalianpur_1880"
+6244,Kandawala,geodetic,,,7015,8901,3310,Topographic mapping.,,,OGP,"1995/06/02",,0,"D_Kandawala"
+6245,Kertau 1968,geodetic,"Fundamental point: Kertau. Latitude: 3°27'50.710""N, longitude: 102°37'24.550""E (of Greenwich).",1968,7018,8901,1309,"Geodetic survey, cadastre.","Replaces MRT48 and earlier adjustments. Adopts metric conversion of 39.370113 inches per metre. Not used for 1969 metrication of RSO grid - see Kertau (RSO) (code 6751).",Defence Geographic Centre.,OGP,"2008/06/24",2006.251 2008.045,0,"D_Kertau"
+6246,Kuwait Oil Company,geodetic,"Fundamental point: K28.  Latitude: 29°03'42.348""N, longitude: 48°08'42.558""E (of Greenwich).",1952,7012,8901,3267,Oil industry mapping.,,,OGP,"2008/06/24",2004.410 2008.045,0,"D_Kuwait_Oil_Company"
+6247,La Canoa,geodetic,"Fundamental point: La Canoa. Latitude: 8°34'17.170""N, longitude: 63°51'34.880""W (of Greenwich).",,7022,8901,3327,"Geodetic survey, topographic mapping, engineering survey.",Origin also adopted for PSAD56.,,OGP,"2008/06/24",2008.045,0,"D_La_Canoa"
+6248,Provisional South American Datum 1956,geodetic,"Fundamental point: La Canoa. Latitude: 8°34'17.170""N, longitude: 63°51'34.880""W (of Greenwich).",1956,7022,8901,1348,Topographic mapping.,Same origin as La Canoa datum.,,OGP,"2008/06/24",2008.045,0,"D_Provisional_S_American_1956"
+6249,Lake,geodetic,"Fundamental point: Maracaibo Cathedral. Latitude: 10°38'34.678""N, longitude: 71°36'20.224""W (of Greenwich).",,7022,8901,1312,Oil industry mapping.,,,OGP,"2008/06/24",2008.045,0,"D_Lake"
+6250,Leigon,geodetic,"Fundamental point: GCS Station 121, Leigon. Latitude: 5°38'52.27""N, longitude: 0°11'46.08""W (of Greenwich).",,7012,8901,1104,Topographic mapping.,"Replaced Accra datum (code 6168) from 1978.  Coordinates at Leigon fundamental point defined as Accra datum values for that point.",Ordnance Survey International,OGP,"2008/06/24",2008.045,0,"D_Leigon"
+6251,Liberia 1964,geodetic,"Fundamental point: Robertsfield. Latitude: 6°13'53.02""N, longitude: 10°21'35.44""W (of Greenwich).",1964,7012,8901,3270,Topographic mapping.,,"NIMA http://earth-info.nima.mil/",OGP,"2008/06/24",2003.362 2005.460 2008.045,0,"D_Liberia_1964"
+6252,Lome,geodetic,,,7011,8901,1232,Topographic mapping.,,,OGP,"1995/06/02",,0,"D_Lome"
+6253,Luzon 1911,geodetic,"Fundamental point: Balacan. Latitude: 13°33'41.000""N, longitude: 121°52'03.000""E (of Greenwich).",1911,7008,8901,1190,Topographic mapping.,"Replaced by Philippine Reference system of 1992 (datum code 6683).",Coast and Geodetic Survey,OGP,"2008/06/24",2004.730 2008.045,0,"D_Luzon_1911"
+6254,Hito XVIII 1963,geodetic,Chile-Argentina boundary survey.,1963,7022,8901,1303,Geodetic survey.,Used in Tierra del Fuego.,Various oil company records.,OGP,"1995/06/02",,0,"D_Hito_XVIII_1963"
+6255,Herat North,geodetic,"Fundamental point: Herat North. Latitude: 34°23'09.08""N, longitude: 64°10'58.94""E (of Greenwich).",,7022,8901,1024,Topographic mapping.,,"NIMA http://earth-info.nima.mil/",OGP,"2008/06/24",2003.362 2005.460 2008.045,0,"D_Herat_North"
+6256,Mahe 1971,geodetic,"Fundamental point: Mahe.",1971,7012,8901,1208,Topographic mapping.,,,OGP,"1995/06/02",,0,"D_Mahe_1971"
+6257,Makassar,geodetic,"Fundamental point: station P1, Moncongloe. Latitude: 5°08'41.42""S, long 119°24'14.94""E (of Greenwich).",,7004,8901,1316,Topographic mapping.,,"NIMA http://earth-info.nima.mil/",OGP,"2008/06/24",2003.361 2005.460 2008.045,0,"D_Makassar"
+6258,European Terrestrial Reference System 1989,geodetic,Fixed to the stable part of the Eurasian continental plate and consistent with ITRS at the epoch 1989.0.,1989,7019,8901,1298,Geodetic survey.,"The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used for the realisation.",,OGP,"2003/08/14",1997.110 1997.550 1999.111 2000.720 2003.260,0,"D_ETRS_1989"
+6259,Malongo 1987,geodetic,"Fundamental point: Station Y at Malongo base camp. Latitude: 5°23'30.810""S, longitude: 12°12'01.590""E (of Greenwich).",1987,7022,8901,3180,Oil industry offshore exploration and production from 1987.,"Replaced Mhast (offshore) (code 6705) in 1987. Origin coordinates constrained to those of Mhast (offshore) but other station coordinates differ. References to ""Mhast"" since 1987 often should have stated ""Malongo 1987"".",Chevron Petroleum Technology.,OGP,"2008/06/24",2005.751 2008.045,0,"D_Malongo_1987"
+6260,Manoca,geodetic,,,7012,8901,1060,Topographic mapping.,,,OGP,"1995/06/02",,1,"D_Manoca"
+6261,Merchich,geodetic,"Fundamental point: Merchich. Latitude: 33°26'59.672""N, longitude: 7°33'27.295""W (of Greenwich).",1922,7011,8901,3280,Topographic mapping.,,,OGP,"2008/06/24",2003.361 2008.045,0,"D_Merchich"
+6262,Massawa,geodetic,,,7004,8901,1089,Topographic mapping.,,,OGP,"1995/06/02",,0,"D_Massawa"
+6263,Minna,geodetic,"Fundamental point: Minna base station L40. Latitude: 9°38'08.87""N, longitude: 6°30'58.76""E (of Greenwich).",,7012,8901,1178,Topographic mapping.,,"NIMA http://earth-info.nima.mil/",OGP,"2008/06/24",2003.361 2005.460 2008.045,0,"D_Minna"
+6264,Mhast,geodetic,,,7022,8901,1318,Coastal hydrography.,,,OGP,"1995/06/02",,1,"D_Mhast"
+6265,Monte Mario,geodetic,"Fundamental point: Monte Mario. Latitude: 41°55'25.51""N, longitude: 12°27'08.4""E (of Greenwich).",1940,7022,8901,3343,Topographic mapping.,"Replaced Genova datum, Bessel 1841 ellipsoid, from 1940.",,OGP,"2008/06/24",2003.360 2008.045,0,"D_Monte_Mario"
+6266,"M'poraloko",geodetic,,,7011,8901,1100,Topographic mapping.,,,OGP,"1995/06/02",,0,"D_Mporaloko"
+6267,North American Datum 1927,geodetic,"Fundamental point: Meade's Ranch. Latitude: 39°13'26.686""N, longitude: 98°32'30.506""W (of Greenwich).",1927,7008,8901,1349,Topographic mapping.,"In United States (USA) and Canada, replaced by North American Datum 1983 (NAD83) (code 6269) ; in Mexico, replaced by Mexican Datum of 1993 (code 1042).",,OGP,"2009/11/24",2008.024 2008.045 2009.087,0,"D_North_American_1927"
+6268,NAD Michigan,geodetic,"Fundamental point: Meade's Ranch. Latitude: 39°13'26.686""N, longitude: 98°32'30.506""W (of Greenwich).",,7009,8901,1391,Topographic mapping.,,,OGP,"2008/06/24",2008.045,0,"D_North_American_Michigan"
+6269,North American Datum 1983,geodetic,Origin at geocentre.,1986,7019,8901,1350,Topographic mapping.,"Although the 1986 adjustment included connections to Greenland and Mexico, it has not been adopted there. In Canada and US, replaced NAD27.",,OGP,"2008/04/11",2006.464 2008.024,0,"D_North_American_1983"
+6270,Nahrwan 1967,geodetic,"Fundamental point: Nahrwan south base.  Latitude: 33°19'10.87""N, longitude: 44°43'25.54""E (of Greenwich).",1967,7012,8901,1351,Topographic mapping.,"In Iraq, replaces Nahrwan 1934.",,OGP,"2008/06/24",2006.340 2008.045,0,"D_Nahrwan_1967"
+6271,Naparima 1972,geodetic,"Fundamental point: Naparima. Latitude: 10°16'44.860""N, longitude: 61°27'34.620""W (of Greenwich).",1972,7022,8901,1322,Topographic mapping.,Naparima 1972 is an extension of the Naparima 1955 network of Trinidad to include Tobago.,Ordnance Survey International.,OGP,"2008/06/24",2008.045,0,"D_Naparima_1972"
+6272,New Zealand Geodetic Datum 1949,geodetic,"Fundamental point: Papatahi. Latitude: 41°19' 8.900""S, longitude: 175°02'51.000""E (of Greenwich).",1949,7022,8901,3285,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by New Zealand Geodetic Datum 2000 (code 6167) from March 2000.","Land Information New Zealand. http://www.linz.govt.nz/rcs/linz/pub/web/root/core/SurveySystem/GeodeticInfo/GeodeticDatums/nzgd2000factsheet/index.jsp",OGP,"2008/06/24",2000.702 2004.110 2008.045,0,"D_New_Zealand_1949"
+6273,NGO 1948,geodetic,"Fundamental point: Oslo observatory. Latitude: 59°54'43.7""N, longitude: 10°43'22.5""E (of Greenwich).",1948,7005,8901,1352,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"EuroGeographics; http://crs.bkg.bund.de/crs-eu/",OGP,"2008/06/24",2003.362 2008.045,0,"D_NGO_1948"
+6274,Datum 73,geodetic,"Fundamental point:  TF4, Melrica. Latitude: 39°41'37.30""N, longitude: 8°07'53.31""W (of Greenwich).",1964,7022,8901,1294,Topographic mapping.,,"Instituto Geografico e Cadastral; Lisbon",OGP,"2008/06/24",2008.045,0,"D_Datum_73"
+6275,Nouvelle Triangulation Francaise,geodetic,"Fundamental point: Pantheon. Latitude: 48°50'46.522""N, longitude: 2°20'48.667""E (of Greenwich).",1895,7011,8901,1326,Topographic mapping.,,,OGP,"2008/06/24",2003.361 2008.045,0,"D_NTF"
+6276,NSWC 9Z-2,geodetic,,,7025,8901,1262,Satellite navigation.,Transit precise ephemeris before 1991.,,OGP,"1995/06/02",,0,"D_NSWC_9Z_2"
+6277,OSGB 1936,geodetic,"Fundamental point: Pre 2002: Herstmonceux, Latitude: 50°51'55.271""N, longitude: 0°20'45.882""E (of Greenwich). From April 2002 the datum is defined through the application of the OSTN02 transformation (tfm code 1039) to ETRS89.",1936,7001,8901,1264,Topographic mapping.,,Ordnance Survey of Great Britain,OGP,"2009/07/22",2002.620 2008.045 2009.055,0,"D_OSGB_1936"
+6278,"OSGB 1970 (SN)",geodetic,"Fundamental point: Herstmonceux. Latitude: 50°51'55.271""N, longitude: 0°20'45.882""E (of Greenwich).",1970,7001,8901,1264,Scientific network.,,,OGP,"2008/06/24",2005.880 2008.045,0,"D_OSGB_1970_SN"
+6279,"OS (SN) 1980",geodetic,"Fundamental point: Herstmonceux. Latitude: 50°51'55.271""N, longitude: 0°20'45.882""E (of Greenwich).",1980,7001,8901,1354,Scientific network.,,,OGP,"2008/06/24",2008.045,0,"D_OS_SN_1980"
+6280,Padang 1884,geodetic,"Fundamental point: Padang.",1884,7004,8901,1355,Topographic mapping.,,,OGP,"1995/06/02",,0,"D_Padang_1884"
+6281,Palestine 1923,geodetic,"Fundamental point: Point 82'M  Jerusalem. Latitude: 31°44' 2.749""N, longitude: 35°12'43.490""E (of Greenwich).",1923,7010,8901,1356,Topographic mapping.,,,OGP,"2008/06/24",2004.150 2008.045,0,"D_Palestine_1923"
+6282,Congo 1960 Pointe Noire,geodetic,"Fundamental point: Point Noire Astro. Latitude: 4°47'00.10""S, longitude: 11°51'01.55""E (of Greenwich).",1960,7011,8901,1072,Topographic mapping.,,Elf,OGP,"2008/06/24",2002.050 2003.361 2008.045,0,"D_Pointe_Noire"
+6283,Geocentric Datum of Australia 1994,geodetic,ITRF92 at epoch 1994.0.,1994,7019,8901,2575,"Topographic mapping, geodetic survey.",Coincident with WGS84 to within 1 metre.,"Australian Surveying and Land Information Group Internet WWW page. http://www.auslig.gov.au/geodesy/datums/gda.htm#specs",OGP,"1995/06/02",,0,"D_GDA_1994"
+6284,Pulkovo 1942,geodetic,"Fundamental point: Pulkovo observatory. Latitude: 59°46'18.550""N, longitude: 30°19'42.090""E (of Greenwich).",1942,7024,8901,2423,Topographic mapping.,,,OGP,"2008/09/24",2008.011 2008.045,0,"D_Pulkovo_1942"
+6285,Qatar 1974,geodetic,"Fundamental point: Station G3.",1974,7022,8901,1346,Topographic mapping.,,,OGP,"2001/08/28",2001.270,0,"D_Qatar"
+6286,Qatar 1948,geodetic,"Fundamental point: Sokey 0 M. Latitude: 25°22'56.500""N, longitude: 50°45'41.000""E (of Greenwich).",1948,7020,8901,1346,Topographic mapping.,,,OGP,"2008/06/24",2008.045,0,"D_Qatar_1948"
+6287,Qornoq,geodetic,,1927,7022,8901,1107,Topographic mapping.,,,OGP,"1995/06/02",,1,"D_Qornoq"
+6288,Loma Quintana,geodetic,"Fundamental point: Loma Quintana.",,7022,8901,1313,Topographic mapping.,"Replaced by La Canoa (code 6247).",,OGP,"1995/06/02",,0,"D_Loma_Quintana"
+6289,Amersfoort,geodetic,"Fundamental point: Amersfoort. Latitude: 52°09'22.178""N, longitude: 5°23'15.478""E (of Greenwich).",,7004,8901,1275,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"http://www.rdnap.nl/",OGP,"2008/06/24",2000.560 2003.361 2005.460 2008.045,0,"D_Amersfoort"
+6291,South American Datum 1969,geodetic,,1969,7036,8901,1358,Topographic mapping.,"SAD69 uses GRS67 ellipsoid with 1/f to exactly 2 decimal places.  Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252.  Error introduced if not using the truncated precision is 0 to 31mm.",,OGP,"1996/10/18",1996.090 1997.252,1,"D_South_American_1969"
+6292,Sapper Hill 1943,geodetic,,1943,7022,8901,3247,Topographic mapping.,,,OGP,"1995/06/02",,0,"D_Sapper_Hill_1943"
+6293,Schwarzeck,geodetic,"Fundamental point: Schwarzeck. Latitude: 22°45'35.820""S, longitude: 18°40'34.549""E (of Greenwich). Fixed during German South West Africa-British Bechuanaland boundary survey of 1898-1903.",,7046,8901,1169,Topographic mapping.,,"Private Communication, Directorate of Surveys and Land Information, Cape Town.",OGP,"2008/06/24",2001.150 2003.362 2008.045,0,"D_Schwarzeck"
+6294,Segora,geodetic,,,7004,8901,1359,Topographic mapping.,,,OGP,"1995/06/02",,1,"D_Segora"
+6295,Serindung,geodetic,"Fundamental point: Ep A. Latitude: 1°06'10.60""N, longitude: 105°00'59.82""E (of Greenwich).",,7004,8901,1360,Topographic mapping.,,"NIMA http://earth-info.nima.mil/",OGP,"2008/06/24",2003.362 2005.460 2008.045,0,"D_Serindung"
+6296,Sudan,geodetic,,,7011,8901,1361,Topographic mapping.,,,OGP,"1995/06/02",,1,"D_Sudan"
+6297,Tananarive 1925,geodetic,"Fundamental point: Tananarive observatory. Latitude: 18°55'02.10""S, longitude: 47°33'06.75""E (of Greenwich).",2025,7022,8901,3273,Topographic mapping.,,IGN Paris,OGP,"2008/06/24",2003.361 2008.045,0,"D_Tananarive_1925"
+6298,Timbalai 1948,geodetic,"Fundamental point: Station P85 at Timbalai. Latitude: 5°17' 3.548""N, longitude: 115°10'56.409""E (of Greenwich).",1948,7016,8901,1362,Topographic mapping.,"In 1968, the original adjustment was densified in Sarawak and extended to Sabah.",Defence Geographic Centre.,OGP,"2008/06/24",2006.252 2008.045,0,"D_Timbalai_1948"
+6299,TM65,geodetic,Adjusted to best mean fit 12 stations of the OSNI 1952 primary adjustment.,1965,7002,8901,1305,Topographic mapping.,"Differences between OSNI 1952 and TM65 at these stations are RMS 0.25m east, 0.23m north, maximum vector 0.57m. TM65 replaced by and not to be confused with Geodetic Datum of 1965 alias 1975 Mapping Adjustment or TM75 (datum code 6300).","""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,"2003/06/27",2002.621,0,"D_TM65"
+6300,Geodetic Datum of 1965,geodetic,Adjusted to best mean fit 9 stations of the OSNI 1952 primary adjustment in Northern Ireland plus the 1965 values of 3 stations in the Republic of Ireland.,1975,7002,8901,1305,"Geodetic survey, topographic mapping and engineering survey.","Differences from the 1965 adjustment (datum code 6299) are: average difference in Eastings 0.092m; average difference in Northings 0.108m; maximum vector difference 0.548m.","""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,"2003/06/27",2002.621,0,"D_TM75"
+6301,Tokyo,geodetic,"Fundamental point: Nikon-Keido-Genten. Latitude: 35°39'17.5148""N, longitude: 139°44'40.5020""E (of Greenwich).",,7004,8901,1364,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by Japanese Geodetic Datum 2000 (code 6611).","Geographic Survey Institute; Japan; Bulletin 40 (March 1994).  Also http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html",OGP,"2008/06/24",1998.460 2002.080 2008.045,0,"D_Tokyo"
+6302,Trinidad 1903,geodetic,"Station 00, Harbour Master's Flagstaff, Port of Spain. 
+Trinidad 1903 / Trinidad Grid coordinates (Clarke's links): 333604.30 E, 436366.91 N (Latitude: 10°38'39.01""N,  Longitude: 61°30'38.00""W of Greenwich)",1903,7007,8901,1339,Topographic mapping.,,"""Land Surveyor's Handbook"", 1935, published under the direction of JW MacGillivray, Surveyor General, Land & Survey's Department, Trinidad & Tobago.",OGP,"2008/06/24",2003.362 2004.130 2008.045,0,"D_Trinidad_1903"
+6303,Trucial Coast 1948,geodetic,"Fundamental point: TC1. Latitude: 25°23'50.190""N, longitude: 55°26'43.950""E (of Greenwich).",1948,7020,8901,1363,Oil industry mapping.,,,OGP,"2008/06/24",2008.045,0,"D_Trucial_Coast_1948"
+6304,Voirol 1875,geodetic,"Fundamental point: Voirol. Latitude: 36°45'07.927""N, longitude: 3°02'49.435""E of Greenwich. Uses RGS (and old IGN) value of 2°20'13.95""for Greenwich-Paris meridian difference.",1875,7011,8901,1365,Topographic mapping.,"Replaced by Voirol 1879 (code 6671).",IGN Paris,OGP,"2008/06/24",2003.361 2008.045,0,"D_Voirol_1875"
+6306,Bern 1938,geodetic,"Fundamental point: Old Bern observatory. Latitude: 46°57'07.890""N, longitude: 7°26'22.335""E (of Greenwich).",1938,7004,8901,1286,Topographic mapping.,"This redetermination of the coordinates of fundamental point is used for scientific purposes and as the graticule overprinted on topographic maps constructed on the CH1903 / LV03 projected CS (code 21781).","""Die Projektionen der schweizerischen Plan- und Kartenwerke""; J. Bolliger 1967",OGP,"2008/06/24",2008.045,0,"D_Bern_1938"
+6307,Nord Sahara 1959,geodetic,"Coordinates of primary network readjusted on ED50 datum and then transformed conformally to Clarke 1880 (RGS) ellipsoid.",1959,7012,8901,1365,Topographic mapping.,"Sometimes incorrectly referred to as Voirol Unifie 1960. Voirol Unifie 1960 is NOT a datum:  it is two projected coordinate systems based on  Nord Sahara 1959.  See coordinate system codes 30791 and 30792.","""Le System Geodesique Nord-Sahara""; IGN Paris",OGP,"2006/01/16",1999.620 2003.361 2005.880,0,"D_Nord_Sahara_1959"
+6308,Stockholm 1938,geodetic,"Fundamental point: Stockholm observatory.",1938,7004,8901,3313,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by RT90 adjustment (datum code 6124)",,OGP,"1996/04/12",,0,"D_Stockholm_1938"
+6309,Yacare,geodetic,"Fundamental point: Yacare. Latitude: 30°35'53.68""S, longitude: 57°25'01.30""W (of Greenwich).",,7022,8901,1247,Topographic mapping.,,"NIMA http://earth-info.nima.mil/",OGP,"2008/06/24",2003.362 2005.460 2008.045,0,"D_Yacare"
+6310,Yoff,geodetic,"Fundamental point: Yoff. Latitude: 14°44'41.62""N, longitude: 17°29'07.02""W (of Greenwich).",,7011,8901,1207,Topographic mapping.,,,OGP,"2008/06/24",2003.362 2008.045,0,"D_Yoff"
+6311,Zanderij,geodetic,,,7022,8901,1222,Topographic mapping.,,,OGP,"1995/06/02",,0,"D_Zanderij"
+6312,Militar-Geographische Institut,geodetic,"Fundamental point: Hermannskogel. Latitude: 48°16'15.29""N, longitude: 16°17'41.06""E (of Greenwich).",1901,7004,8901,1037,Geodetic survey.,"The longitude of the datum origin equates to a value for the Ferro meridian of 17°40' exactly west of Greenwich.","Bundesamt fur Eich- und Vermessungswesen; Wien",OGP,"2009/06/02",2008.045 2009.015,0,"D_MGI"
+6313,Reseau National Belge 1972,geodetic,"Fundamental point: Uccle observatory. Latitude: 50°47'57.704""N, longitude: 4°21'24.983""E (of Greenwich).",1972,7022,8901,1347,Topographic mapping.,,,OGP,"2008/06/24",2008.045,0,"D_Belge_1972"
+6314,Deutsches Hauptdreiecksnetz,geodetic,"Fundamental point: Rauenberg. Latitude: 52°27'12.021""N, longitude: 13°22'04.928""E (of Greenwich).  This station was destroyed in 1910 and the station at Potsdam substituted as the fundamental point.",,7004,8901,2326,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"BKG via EuroGeographics. http://crs.bkg.bund.de",OGP,"2008/06/24",2001.511 2006.410 2008.045,0,"D_Deutsches_Hauptdreiecksnetz"
+6315,Conakry 1905,geodetic,"Fundamental point: Conakry. Latitude: 10.573766g N, longitude: 17.833682g W (of Paris).",1905,7011,8901,3257,Topographic mapping.,,,OGP,"1995/06/02",,0,"D_Conakry_1905"
+6316,Dealul Piscului 1930,geodetic,"Fundamental point: latitude 44°24'33.9606""N, longitude 26°06'44.8772""E (of Greenwich).",1930,7022,8901,3295,Topographic mapping.,"Replaced by Pulkovo 1942(58) (datum code 6179)",Institute for Geodesy Photogrametry and Land Management,OGP,"2008/09/24",2008.011 2008.045,0,"D_Dealul_Piscului_1933"
+6317,Dealul Piscului 1970,geodetic,"Fundamental point: latitude 44°24'23.7709""N, longitude 26°06'44.1265""E (of Greenwich).",1970,7024,8901,1197,Topographic mapping.,"Replaces 1933 adjustment (datum code 6316)",Institute for Geodesy Photogrametry and Land Management,OGP,"2008/06/24",2008.045,1,"D_Dealul_Piscului_1970"
+6318,National Geodetic Network,geodetic,,1993,7030,8901,3267,Geodetic survey.,Replaces 1984 adjustment which used the WGS72 ellipsoid.,,OGP,"2004/06/16",2004.410,0,"D_NGN"
+6319,Kuwait Utility,geodetic,,,7019,8901,1310,"Cadastre, engineering survey.",,,OGP,"1996/04/12",,0,"D_Kuwait_Utility"
+6322,World Geodetic System 1972,geodetic,Developed from a worldwide distribution of terrestrial and geodetic satellite observations and defined through a set of station coordinates.,1972,7043,8901,1262,Satellite navigation.,Used by GPS before 1987. For Transit satellite positioning see also WGS 72BE.,"NIMA http://earth-info.nima.mil/",OGP,"2006/08/24",1999.030 2003.362 2005.460 2006.820,0,"D_WGS_1972"
+6324,WGS 72 Transit Broadcast Ephemeris,geodetic,,1972,7043,8901,1262,Satellite navigation.,Alleged datum for use with Transit broadcast ephemeris prior to 1989. Relationship to WGS 72 has changed over time.,,OGP,"2006/08/24",1999.030 2006.820,0,"D_WGS_1972_BE"
+6326,World Geodetic System 1984,geodetic,"Defined through a consistent set of station coordinates. These have changed with time: by 0.7m on 29/6/1994 [WGS 84 (G730)], a further 0.2m on 29/1/1997 [WGS 84 (G873)] and a further 0.06m on 20/1/2002 [WGS 84 (G1150)].",1984,7030,8901,1262,Satellite navigation.,"EPSG's WGS 84 datum has been the then current realisation. No distinction is made between the original WGS 84 frame, WGS 84 (G730), WGS 84 (G873) and WGS 84 (G1150). Since 1997, WGS 84 has been maintained within 10cm of the then current ITRF.","NIMA TR8350.2 June 2004 revision. http://earth-info.nga.mil/GandG/publications/tr8350.2/tr8350_2.html and 
+http://gis-lab.info/docs/nima-tr8350.2-addendum.pdf",OGP,"2006/08/25",2002.151 2002.890 2003.270 2005.460 2005.550 2006.810,0,"D_WGS_1984"
+6600,Anguilla 1957,geodetic,"Fundamental point: station A4, Police.",1957,7012,8901,3214,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,"1999/04/22",,0,"D_Anguilla_1957"
+6601,Antigua 1943,geodetic,"Fundamental point: station A14.",1943,7012,8901,1273,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,"1999/04/22",,0,"D_Antigua_1943"
+6602,Dominica 1945,geodetic,"Fundamental point: station M12.",1945,7012,8901,3239,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,"1999/04/22",,0,"D_Dominica_1945"
+6603,Grenada 1953,geodetic,"Fundamental point: station GS8, Sante Marie.",1953,7012,8901,1551,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,"2006/02/09",2006.030,0,"D_Grenada_1953"
+6604,Montserrat 1958,geodetic,"Fundamental point: station M36.",1958,7012,8901,3279,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,"1999/04/22",,0,"D_Montserrat_1958"
+6605,St. Kitts 1955,geodetic,"Fundamental point: station K12.",1955,7012,8901,3297,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,"1999/04/22",,0,"D_St_Kitts_1955"
+6606,St. Lucia 1955,geodetic,"Fundamental point: station DCS3.",1955,7012,8901,3298,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,"1999/04/22",,0,"D_St_Lucia_1955"
+6607,St. Vincent 1945,geodetic,"Fundamental point: station V1, Fort Charlotte.",1945,7012,8901,3300,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,"2006/02/09",2006.030,0,"D_St_Vincent_1945"
+6608,"North American Datum 1927 (1976)",geodetic,"Fundamental point: Meade's Ranch. Latitude: 39°13'26.686""N, longitude: 98°32'30.506""W (of Greenwich).",1976,7008,8901,1367,"Geodetic survey, cadastre, topographic mapping, engineering survey.","NAD27(76) used in Ontario for all maps at scale 1/20 000 and larger; elsewhere in Canada for selected purposes.",Geodetic Survey of Canada.,OGP,"2008/06/24",2008.045,0,"D_NAD_1927_Definition_1976"
+6609,"North American Datum 1927 (CGQ77)",geodetic,"Fundamental point: Meade's Ranch. Latitude: 39°13'26.686""N, longitude: 98°32'30.506""W (of Greenwich).",1977,7008,8901,1368,"Geodetic survey, cadastre, topographic mapping, engineering survey.","NAD27 (CGQ77) used in Quebec for all maps at scale 1/20 000 and larger; generally for maps issued by the Quebec cartography office whose reference system is CGQ77.","Geodetic Service of Quebec.  Contact alain.bernard at mrn.gouv.qc.ca",OGP,"2008/06/24",2008.045,0,"D_NAD_1927_CGQ77"
+6610,Xian 1980,geodetic,Xian observatory.,1980,7049,8901,3228,"Geodetic survey, topographic and engineering survey.",,"Chinese Science Bulletin, 2009, 54:2714-2721.",OGP,"2009/11/24",2009.084,0,"D_Xian_1980"
+6611,Hong Kong 1980,geodetic,"Fundamental point: Trig ""Zero"", 38.4 feet south along the transit circle of the Kowloon Observatory. Latitude 22°18'12.82"", longitude 114°10'18.75""E (of Greenwich).",1980,7022,8901,1118,"Geodetic survey, topgraphic and engineering survey, cadastre.","Replaces Hong Kong 1963 and Hong Kong 1963(67).","Survey and Mapping Office, Lands Department. http://www.info.gov.hk/landsd/mapping/tindex.htm",OGP,"2008/06/24",2005.260 2008.045,0,"D_Hong_Kong_1980"
+6612,Japanese Geodetic Datum 2000,geodetic,ITRF94 at epoch 1997.0,2000,7019,8901,1129,"Geodetic survey, topographic and engineering survey.","Instigated under amendment to the Japanese Surveying Law with effect from April 2002. Replaces Tokyo datum (code 6301).","Japanese Survey Federation and Geographical Survey Institute http://www.gsi.go.jp/ENGLISH/RESEARCH/BULLETIN/vol-45/45abst1.htm",OGP,"2002/06/22",,0,"D_JGD_2000"
+6613,Gunung Segara,geodetic,"Station P5 (Gunung Segara). Latitude 0°32'12.83""S, longitude 117°08'48.47""E (of Greenwich).",,7004,8901,1360,Topographic mapping.,,TotalFinaElf.,OGP,"2008/06/24",2008.045,0,"D_Gunung_Segara"
+6614,Qatar National Datum 1995,geodetic,Defined by transformation from WGS 84 - see coordinate operation code 1840.,1995,7022,8901,1346,Topographic mapping.,,Qatar Centre for Geographic Information.,OGP,"2002/06/28",,0,"D_QND_1995"
+6615,Porto Santo 1936,geodetic,SE Base on Porto Santo island.,1936,7022,8901,1314,Topographic mapping.,"Replaced by 1995 adjustment (datum code 6663). For Selvagens see Selvagem Grande (code 6616).","Instituto Geografico e Cadastral Lisbon http://www.igeo.pt",OGP,"2003/08/14",2003.231 2003.232,0,"D_Porto_Santo_1936"
+6616,Selvagem Grande,geodetic,,,7022,8901,2779,Topographic mapping.,,"Instituto Geografico e Cadastral Lisbon http://www.igeo.pt",OGP,"2003/08/14",2003.232,0,
+6618,South American Datum 1969,geodetic,"Fundamental point: Chua. Geodetic latitude: 19°45'41.6527""S; geodetic longitude: 48°06'04.0639""W (of Greenwich). (Astronomic coordinates: Latitude 19°45'41.34""S +/- 0.05"", longitude 48°06'07.80""W +/- 0.08"").",1969,7050,8901,1358,Topographic mapping.,"SAD69 uses GRS 1967 ellipsoid but with 1/f to exactly 2 decimal places.",DMA 1974.,OGP,"2008/06/24",2003.362 2008.045,0,"D_South_American_1969"
+6619,SWEREF99,geodetic,Densification of ETRS89.,1982,7019,8901,1225,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"National Land Survey of Sweden http://www.lantmateriet.se",OGP,"2002/09/19",,0,"D_SWEREF99"
+6620,Point 58,geodetic,"Fundamental point: Point 58. Latitude: 3°58'37.040""N, longitude: 12°52'44.045""E (of Greenwich).",1969,7012,8901,2790,Geodetic survey,Used as the basis for computation of the 12th Parallel traverse conducted 1966-70 from Senegal to Chad and connecting to the Adindan triangulation in Sudan.,IGN Paris.,OGP,"2008/06/24",2008.045,0,"D_Point_58"
+6621,Fort Marigot,geodetic,,,7022,8901,2828,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by RRAF 1991 (datum code 1047).",IGN Paris.,OGP,"2009/11/24",2009.073,0,"D_Fort_Marigot"
+6622,Guadeloupe 1948,geodetic,,1948,7022,8901,2829,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by RRAF 1991 (datum code 1047).",IGN Paris.,OGP,"2009/11/24",2004.561 2009.073,0,"D_Sainte_Anne"
+6623,Centre Spatial Guyanais 1967,geodetic,"Fundamental point: Kourou-Diane. Latitude: 5°15'53.699""N, longitude: 52°48'09.149""W (of Greenwich).",1967,7022,8901,3105,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by RGFG95 (code 6624).",IGN Paris.,OGP,"2008/06/24",2004.562 2008.045,0,"D_CSG_1967"
+6624,Reseau Geodesique Francais Guyane 1995,geodetic,ITRF93 at epoch 1995.0,1995,7019,8901,1097,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces CSG67 (datum code 6623).",IGN Paris.,OGP,"2002/11/29",,0,"D_RGFG_1995"
+6625,Martinique 1938,geodetic,"Fundamental point: Fort Desaix. Latitude: 14°36'54.090""N, longitude: 61°04'04.030""W (of Greenwich).",1938,7022,8901,3276,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by RRAF 1991 (datum code 1047).",IGN Paris.,OGP,"2009/11/24",2004.561 2008.045 2009.073,0,"D_Fort_Desaix"
+6626,Reunion 1947,geodetic,"Fundamental point: Piton des Neiges (Borne). Latitude: 21°05'13.119""S, longitude: 55°29'09.193""E (of Greenwich).",1947,7022,8901,3337,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by RGR92 (datum code 6627).",IGN Paris.,OGP,"2008/06/24",2004.561 2008.045,0,"D_Reunion_1947"
+6627,Reseau Geodesique de la Reunion 1992,geodetic,ITRF91 at epoch 1993.0,1992,7019,8901,1196,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Piton des Neiges (code 6626).",IGN Paris.,OGP,"2006/08/18",2006.770,0,"D_RGR_1992"
+6628,Tahiti 52,geodetic,"Fundamental point: Tahiti North Base. Latitude: 17°38'10.0""S, longitude: 149°36'57.8""W (of Greenwich).",1952,7022,8901,2811,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by Tahiti 79 (datum code 6690) in Tahiti and Moorea 87 (code 6691) in Moorea.","Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,"2008/06/24",2005.380 2008.045,0,"D_Tahiti_1952"
+6629,Tahaa 54,geodetic,"Fundamental point: Tahaa East Base. Latitude: 16°33'20.97""S, longitude: 151°29'06.25""W (of Greenwich).",1954,7022,8901,2812,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by RGPF (datum code 6687).","Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,"2008/06/24",2005.380 2008.045,0,"D_Tahaa_1954"
+6630,IGN72 Nuku Hiva,geodetic,"Fundamental point: Taiohae. Latitude: 8°55'03.97""S, longitude: 140°05'36.24""W (of Greenwich).",1972,7022,8901,3129,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by RGPF (datum code 6687).","Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,"2008/06/24",2005.380 2008.045,0,"D_IGN72_Nuku_Hiva"
+6631,K0 1949,geodetic,,1949,7022,8901,2816,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,OGP,"2002/11/29",,1,"D_K0_1949"
+6632,Combani 1950,geodetic,Combani South Base.,1950,7022,8901,3340,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by RGM04 and Cadastre 1997 (datum codes 1036-37).",IGN Paris.,OGP,"2009/10/29",2009.072,0,"D_Combani_1950"
+6633,IGN56 Lifou,geodetic,South end of the Goume base.,1956,7022,8901,2814,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,"2006/07/21",2006.620,0,"D_IGN56_Lifou"
+6634,IGN72 Grande Terre,geodetic,North end of Gomen base.,1972,7022,8901,2822,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,"2006/07/21",2006.620,0,"D_IGN72_Grande_Terre"
+6635,ST87 Ouvea,geodetic,,1987,7022,8901,2813,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Service Topographique de la Nouvelle Caledonie.,OGP,"2002/11/29",,1,"D_ST87_Ouvea"
+6636,Petrels 1972,geodetic,"Fundamental point: Astro station DZ on Ile de Petrels. Latitude: 66°40'00""S, longitude: 140°00'46""E (of Greenwich).",1972,7022,8901,2817,"Geodetic survey,  topographic mapping.",,IGN Paris.,OGP,"2008/06/24",2008.045,0,"D_Petrels_1972"
+6637,Pointe Geologie Perroud 1950,geodetic,"Fundamental point: Astro station G.0 on Pointe Geologie. Latitude: 66°39'30""S, longitude: 140°01'00""E (of Greenwich).",1950,7022,8901,2818,"Geodetic survey,  topographic mapping.",,IGN Paris.,OGP,"2008/06/24",2008.045,0,"D_Pointe_Geologie_Perroud_1950"
+6638,Saint Pierre et Miquelon 1950,geodetic,,1950,7008,8901,1220,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by RGSPM06 (datum code 1038).",IGN Paris.,OGP,"2009/10/29",2006.060 2009.072,0,"D_Saint_Pierre_et_Miquelon_1950"
+6639,MOP78,geodetic,,1978,7022,8901,2815,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,OGP,"2002/11/29",,0,"D_MOP78"
+6640,Reseau de Reference des Antilles Francaises 1991,geodetic,WGS 84 coordinates of a single station determined during the 1988 Tango mission.,1991,7030,8901,2824,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Fort Marigot and Sainte Anne (datum codes 6621-22) in Guadeloupe and Fort Desaix (datum code 6625) in Martinique.",IGN Paris.,OGP,"2004/03/26",2004.200 2009.073,1,"D_RRAF_1991"
+6641,IGN53 Mare,geodetic,South-east end of the La Roche base.,1953,7022,8901,2819,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,"2006/07/21",2006.620,0,"D_IGN53_Mare"
+6642,ST84 Ile des Pins,geodetic,"Fundamental point: Pic Nga.",1984,7022,8901,2820,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,"2006/07/21",2006.620,0,"D_ST84_Ile_des_Pins"
+6643,ST71 Belep,geodetic,,1971,7022,8901,2821,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Service Topographique de la Nouvelle Caledonie.,OGP,"2002/11/29",,0,"D_ST71_Belep"
+6644,NEA74 Noumea,geodetic,Noumea old signal station.,1974,7022,8901,2823,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,"2006/07/21",2006.620,0,"D_NEA74_Noumea"
+6645,Reseau Geodesique Nouvelle Caledonie 1991,geodetic,ITRF90 at epoch 1989.0,1989,7022,8901,1174,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Service Topographique de la Nouvelle Caledonie.,OGP,"2002/11/29",,1,"D_RGNC_1991"
+6646,Grand Comoros,geodetic,"Fundamental point: M'Tsaoueni.  Latitude: 11°28'32.200""S, longitude: 43°15'42.315""E (of Greenwich).",,7022,8901,2807,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,OGP,"2008/06/24",2008.045,0,"D_Grand_Comoros"
+6647,International Terrestrial Reference Frame 1988,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1988,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1988.0. Replaced by ITRF89 (code 6648).","International Earth Rotation Service (IERS) Annual Report for 1988. Also IGN Paris http://lareg.ensg.ign.fr/ITRF",OGP,"2006/10/13",2006.770 2006.892,0,
+6648,International Terrestrial Reference Frame 1989,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1989,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1989.0. Replaces ITRF88 (code 6647). Replaced by ITRF90 (code 6649).","International Earth Rotation Service (IERS) Technical Note No. 6. Also IGN Paris http://lareg.ensg.ign.fr/ITRF",OGP,"2006/10/13",2006.770 2006.892,0,
+6649,International Terrestrial Reference Frame 1990,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1990,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1990.0. Replaces ITRF89 (code 6648). Replaced by ITRF91 (code 6650).","International Earth Rotation Service (IERS) Technical Note No. 9. Also IGN Paris http://lareg.ensg.ign.fr/ITRF",OGP,"2006/10/13",2006.770 2006.892,0,
+6650,International Terrestrial Reference Frame 1991,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1991,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1991.0. Replaces ITRF90 (code 6649). Replaced by ITRF92 (code 6651).","International Earth Rotation Service (IERS) Technical Note No. 12. Also IGN Paris http://lareg.ensg.ign.fr/ITRF",OGP,"2006/10/13",2006.770 2006.892,0,
+6651,International Terrestrial Reference Frame 1992,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1992,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1992.0. Replaces ITRF91 (code 6650). Replaced by ITRF93 (code 6652).","International Earth Rotation Service (IERS) Technical Note No. 15. Also IGN Paris http://lareg.ensg.ign.fr/ITRF",OGP,"2006/10/13",2006.770 2006.892,0,
+6652,International Terrestrial Reference Frame 1993,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1993,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1993.0. Replaces ITRF92 (code 6651). Replaced by ITRF94 (code 6653).","International Earth Rotation Service (IERS) Technical Note No. 18. Also IGN Paris http://lareg.ensg.ign.fr/ITRF",OGP,"2006/10/13",2006.770 2006.892,0,
+6653,International Terrestrial Reference Frame 1994,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1994,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1994.0. Replaces ITRF93 (code 6652). Replaced by ITRF96 (code 6654).","International Earth Rotation Service (IERS) Technical Note No. 20. Also IGN Paris http://lareg.ensg.ign.fr/ITRF",OGP,"2006/10/13",2006.770 2006.892,0,
+6654,International Terrestrial Reference Frame 1996,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1996,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1996.0. Replaces ITRF94 (code 6653). Replaced by ITRF97 (code 6655).","International Earth Rotation Service (IERS) Technical Note No. 24. Also IGN Paris http://lareg.ensg.ign.fr/ITRF",OGP,"2006/10/13",2006.770 2006.892,0,
+6655,International Terrestrial Reference Frame 1997,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1997,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1997.0. Replaces ITRF96 (code 6654). Replaced by ITRF2000 (code 6656).","International Earth Rotation Service (IERS) Technical Note No. 27. Also IGN Paris http://lareg.ensg.ign.fr/ITRF",OGP,"2006/10/13",2006.770 2006.892,0,
+6656,International Terrestrial Reference Frame 2000,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",2000,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 2000.0. Replaces ITRF97 (code 6655). Replaced by ITRF2005 (code 6758).","IGN Paris http://lareg.ensg.ign.fr/ITRF",OGP,"2006/10/13",2006.770 2006.892,0,
+6657,Reykjavik 1900,geodetic,"Fundamental point:  Latitude: 64°08'31.88""N, longitude: 21°55'51.15""W (of Greenwich).",1900,7051,8901,3262,Medium scale topographic mapping.,,"Landmaelingar Islands (National Survey of Iceland).",OGP,"2008/06/24",2008.045,0,"D_Reykjavik_1900"
+6658,Hjorsey 1955,geodetic,"Fundamental point:  Latitude: 64°31'29.26""N, longitude: 22°22'05.84""W (of Greenwich).",1955,7022,8901,3262,"1/50,000 scale topographic mapping.",,"Landmaelingar Islands (National Survey of Iceland).",OGP,"2008/06/24",2008.045,0,"D_Hjorsey_1955"
+6659,Islands Network 1993,geodetic,ITRF93 at epoch 1993.6.,1996,7019,8901,1120,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Landmaelingar Islands (National Survey of Iceland).",OGP,"2006/08/18",2006.770,0,"D_Islands_Network_1993"
+6660,Helle 1954,geodetic,,1954,7022,8901,2869,"Geodetic survey, topographic mapping..",,Statens kartverk.,OGP,"2003/06/27",,0,"D_Helle_1954"
+6661,Latvia 1992,geodetic,Constrained to 4 ETRS89 points in Latvia from the EUREF Baltic 1992 campaign.,1992,7019,8901,1139,"Topographic mapping, geodetic survey.",Densification of ETRS89 during the 1992 Baltic campaign.,"Latvijas Republikas Valsts zemes dienests (State Land Service of the Republic of Latvia) via EuroGeographics. http://crs.bkg.bund.de/crs-eu/",OGP,"2003/06/27",,0,"D_Latvia_1992"
+6663,Porto Santo 1995,geodetic,SE Base on Porto Santo island. Origin and orientation constrained to those of the 1936 adjustment.,1995,7022,8901,1314,Topographic mapping.,"Classical and GPS observations. Replaces 1936 adjustment (datum code 6615). 
+For Selvagens see Selvagem Grande (datum code 6616).","Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt/",OGP,"2005/09/06",2005.460,0,"D_Porto_Santo_1995"
+6664,Azores Oriental Islands 1995,geodetic,"Fundamental point: Forte de São Bras. Origin and orientation constrained to those of the 1940 adjustment.",1940,7022,8901,1345,Topographic mapping.,"Classical and GPS observations. Replaces 1940 adjustment (datum code 6184).","Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt/",OGP,"2005/09/06",2005.460,0,"D_Azores_Oriental_Islands_1995"
+6665,Azores Central Islands 1995,geodetic,"Fundamental point: Graciosa south west base. Origin and orientation constrained to those of the 1948 adjustment.",1948,7022,8901,1301,Topographic mapping.,"Classical and GPS observations. Replaces 1948 adjustment (datum code 6183).","Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt/",OGP,"2005/09/06",2005.460,0,"D_Azores_Central_Islands_1995"
+6666,Lisbon 1890,geodetic,"Fundamental point: Castelo Sao Jorge, Lisbon. Latitude: 38°42'43.631""N, longitude: 9°07'54.862""W of Greenwich.",1937,7004,8901,1294,Topographic mapping.,"Replaced by Lisbon 1937 adjustment (which uses International 1924 ellipsoid).","Instituto Geografico e Cadastral Lisbon http://www.igeo.pt",OGP,"2008/06/24",2003.361 2008.045,0,"D_Lisbon_1890"
+6667,Iraq-Kuwait Boundary Datum 1992,geodetic,Four stations established between September and December 1991 determined by GPS and Doppler observations.,1992,7030,8901,2876,International boundary demarcation,,"United Nations Iraq-Kuwait Boundary Demarcation Commission, Final Report, May 1993.",OGP,"2003/09/01",,0,"D_Iraq_Kuwait_Boundary_1992"
+6668,European Datum 1979,geodetic,"Fundamental point: Potsdam (Helmert Tower). Latitude: 52°22'51.4456""N, longitude: 13°03'58.9283""E (of Greenwich).",1979,7022,8901,1297,Scientific network.,Replaced by 1987 adjustment.,,OGP,"2008/06/24",2008.045,0,"D_European_1979"
+6670,Istituto Geografico Militaire 1995,geodetic,Network of 1296 points observed 1992-1995 and adjusted in 1996 constrained to 9 ETRS89 points. Densification of ETRS89 in Italy.,1995,7030,8901,1127,Geodetic survey and scientific study.,,ENI,OGP,"2004/01/07",,0,"D_IGM_1995"
+6671,Voirol 1879,geodetic,"Fundamental point: Voirol. Latitude: 36°45'08.199""N, longitude: 3°02'49.435""E (of Greenwich). Uses RGS (and old IGN) value of 2°20'13.95""for Greenwich-Paris meridian difference.",1879,7011,8901,1365,Topographic mapping.,"Replaces Voirol 1875 (code 6304).",IGN Paris,OGP,"2008/06/24",2008.045,0,"D_Voirol_1879"
+6672,Chatham Islands Datum 1971,geodetic,,1971,7022,8901,2889,"Geodetic survey, topographic mapping, engineering survey.","Replaced by Chatham Islands Datum 1979 (code 6673).","Office of Surveyor General (OSG) Technical Report 14, June 2001.",OGP,"2004/02/17",,0,"D_Chatham_Island_1971"
+6673,Chatham Islands Datum 1979,geodetic,"Fundamental point: station Astro. Latitude: 43°57'23.60""S, longitude: 176°34'28.65""W (of Greenwich).",1979,7022,8901,2889,"Geodetic survey, topographic mapping, engineering survey.","Replaces Chatham Islands Datum 1971 (code 6672). Replaced by New Zealand Geodetic Datum 2000 (code 6167) from March 2000.","Office of Surveyor General (OSG) Technical Report 14, June 2001.",OGP,"2008/06/24",2008.045,0,"D_Chatham_Islands_1979"
+6674,Sistema de Referencia Geocentrico para America del Sur 2000,geodetic,ITRF2000 at epoch 2000.40.,2000,7019,8901,3418,Geodetic survey.,"Realised by a frame of 184 stations observed in 2000 and adjusted in the ITRF2000. Includes ties to tide gauges. Replaces SIRGAS 1995 system for South America; expands SIRGAS to Mexico and Central America.  In Mexico, replaces Mexico 1992 (code 1042).","IBGE Brazil,  http://www1.ibge.gov.br/",OGP,"2009/11/24",2005.460 2005.830 2006.465 2006.770 2009.087,0,"D_SIRGAS_2000"
+6675,Guam 1963,geodetic,"Fundamental point: Tagcha. Latitude: 13°22'38.49""N, longitude: 144°45'51.56""E (of Greenwich).",1963,7008,8901,3255,Topographic mapping.,"Replaced by NAD83(HARN)","US National Geospatial Intelligence Agency (NGA). http://earth-info.nga.mil/",OGP,"2008/06/24",2005.460 2008.045,0,"D_Guam_1963"
+6676,Vientiane 1982,geodetic,"Fundamental point: Vientiane (Nongteng) Astro Pillar. Latitude: 18°01'31.6301""N, longitude: 102°30'56.6999""E (of Greenwich).",1982,7024,8901,1138,Topographic mapping.,Replaced by Lao 1993.,National Geographic Department,OGP,"2008/06/24",2008.045,0,"D_Vientiane_1982"
+6677,Lao 1993,geodetic,"Fundamental point: Lao 1982 coordinates of Pakxa pillar. Latitude: 18°23'57.0056""N, longitude: 103°38'41.8020""E (of Greenwich). Orientation parallel with WGS 84.",1993,7024,8901,1138,Topographic mapping.,Replaces Vientiane 1982. Replaced by Lao 1997,National Geographic Department,OGP,"2008/06/24",2008.045,0,"D_Lao_1993"
+6678,Lao National Datum 1997,geodetic,"Fundamental point: Vientiane (Nongteng) Astro Pillar. Latitude: 18°01'31.3480""N, longitude: 102°30'57.1376""E (of Greenwich).",1997,7024,8901,1138,"Cadastre, topographic mapping, engineering survey.",Replaces Lao 1993.,National Geographic Department,OGP,"2008/06/24",2008.045,0,"D_Lao_National_Datum_1997"
+6679,Jouik 1961,geodetic,,1961,7012,8901,2967,Hydrographic charting.,"Replaced by Mauritania 1999 (datum code 6702).",Woodside,OGP,"2006/06/12",2006.440,0,"D_Jouik_1961"
+6680,Nouakchott 1965,geodetic,Nouakchott astronomical point.,1965,7012,8901,2968,Topographic survey.,"Triangulation limited to environs of Nouakchott. Extended in 1982 by satellite translocation from a single station ""Ruines"" to support Syledis chain for offshore operations. Replaced by Mauritania 1999 (datum code 6602).",IGN Paris and various industry sources.,OGP,"2006/06/12",2006.440,0,"D_Nouakchott_1965"
+6681,Mauritania 1999,geodetic,,1999,7012,8901,1157,"Minerals management, topographic mapping.","A network of 36 GPS stations tied to ITRF96, 8 of which are IGN astronomic points.",Woodside,OGP,"2004/10/14",,1,"D_Mauritania_1999"
+6682,Gulshan 303,geodetic,"Gulshan garden, Dhaka.",1995,7015,8901,1041,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Network of more than 140 control points observed and adjusted in 1995 by Japan International Cooperation Agency (JICA).",Survey of Bangladesh via IGN Paris and Tullow Oil.,OGP,"2006/06/22",2006.470,0,"D_Gulshan_303"
+6683,Philippine Reference System 1992,geodetic,"Fundamental point: Balacan. Latitude: 13°33'41.000""N, longitude: 121°52'03.000""E (of Greenwich), geoid-ellipsoid separation 0.34m.",1992,7008,8901,1190,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Luzon 1911 datum (code 6253).","National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",OGP,"2008/06/24",2008.045,0,"D_Phillipine_Reference_System_1992"
+6684,Gan 1970,geodetic,,1970,7022,8901,3274,Topographic mapping.,"In some references incorrectly named ""Gandajika 1970"". See datum code 6685.",Various industry sources.,OGP,"2005/04/14",,0,"D_Gan_1970"
+6685,Gandajika,geodetic,Gandajika base.,1953,7022,8901,1259,Topographic mapping.,In some references incorrectly attributed to the Maldives. See datum code 6684.,Various industry sources.,OGP,"2005/04/14",,1,
+6686,Marco Geocentrico Nacional de Referencia,geodetic,"ITRF94 at epoch 1995.4.  Bogota observatory coordinates: Latitude: 4°35'46.3215""N, longitude: 74°04'39.0285""W (of Greenwich).",2004,7019,8901,3229,Geodetic survey.,"Densification of SIRGAS 1995 within Colombia. Replaces Bogota 1975 (datum code 6218).","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,"2008/06/24",2006.770 2007.060 2008.045,0,"D_MAGNA"
+6687,Reseau Geodesique de la Polynesie Francaise,geodetic,"ITRF92 at epoch 1993.0. Densification by GPS of the Reference Network of French Polynesia, a coordinate set of 13 stations determined through DORIS observations.",1993,7019,8901,1098,Geodetic survey.,"Replaces Tahaa 54 (datum code 6629), IGN 63 Hiva Oa (6689), IGN 72 Nuku Hiva (6630), Maupiti 83 (6692), MHEFO 55 (6688), Moorea 87 (6691) and Tahiti 79 (6690).","Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie. Also www.shom.fr, technical report 002/199.",OGP,"2006/08/18",2006.770,0,"D_Reseau_Geodesique_de_la_Polynesie_Francaise"
+6688,Fatu Iva 72,geodetic,"Fundamental point: Latitude: 9°25'58.00""S, longitude: 138°55'06.25""W (of Greenwich).",1972,7022,8901,3133,Hydrographic and topographic survey.,"Recomputed by IGN in 1972 using origin and observations of 1953-1955 Mission Hydrographique des Establissements Francais d'Oceanie (MHEFO 55). Replaced by RGPF (datum code 6687).","Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,"2008/06/24",2008.045,0,"D_Fatu_Iva_1972"
+6689,IGN63 Hiva Oa,geodetic,"Fundamental point: Atuona. Latitude: 9°48'27.20""S, longitude: 139°02'15.45""W (of Greenwich).",1963,7022,8901,3130,Hydrographic and topographic survey.,"Replaced by RGPF (datum code 6687).","Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,"2008/06/24",2008.045,0,"D_IGN63_Hiva_Oa"
+6690,Tahiti 79,geodetic,"Fundamental point: Tahiti North Base. Latitude: 17°38'10.0""S, longitude: 149°36'57.8""W (of Greenwich).",1979,7022,8901,3124,Hydrographic and topographic survey.,"Replaces Tahiti 52 (datum code 6628) in Tahiti. Replaced by RGPF (datum code 6687).","Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,"2008/06/24",2008.045,0,"D_Tahiti_1979"
+6691,Moorea 87,geodetic,Two stations on Tahiti whose coordinates from the Tahiti 1979 adjustment were held fixed.,1987,7022,8901,3125,Hydrographic and topographic survey.,"Replaces Tahiti 52 (datum code 6628) in Moorea. Replaced by RGPF (datum code 6687).","Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,"2005/08/12",,0,"D_Moorea_1987"
+6692,Maupiti 83,geodetic,"Fundamental point: Pitiahe South Base. Latitude: 16°28'28.942""S, longitude: 152°14'55.059""W (of Greenwich).",1983,7022,8901,3126,Hydrographic and topographic survey.,"Replaced by RGPF (datum code 6687).","Gouvernement de la Polynésie Française, Service  de l'Urbanisme, Section topographie.",OGP,"2008/06/24",2008.045,0,"D_Maupiti_1983"
+6693,Nakhl-e Ghanem,geodetic,"Coordinates of two stations determined with respect to ITRF 2000 at epoch 2005.2: BMT1 latitude 27°42'09.8417""N, longitude 52°12'11.0362""E (of Greenwich); Total1 latitude 27°31'03.8896""N, longitude 52°36'13.1312""E (of Greenwich).",2005,7030,8901,2362,Engineering survey for onshore facilities for South Pars phase 11 and Pars LNG.,,Total,OGP,"2008/06/24",2006.770 2008.045,0,"D_Nakhl-e_Ghanem"
+6694,Posiciones Geodesicas Argentinas 1994,geodetic,"A geodetic network of 127 high accuracy surveyed points based on WGS 84 that define the National Geodetic System (Sistema Geodésico Nacional).",1994,7030,8901,1033,"Topographic mapping, geodetic survey.","Una red geodésica de 127 puntos materializados
+en el terreno que definen el Sistema Geodésico Nacional. 
+Technically, but at this record revision date not legally, replaced by POSGAR 98 (code 6190).","Instituto Geográfico Militar de la República Argentina, http://www.igm.gov.ar",OGP,"2008/06/23",2008.052,0,"D_POSGAR_1994"
+6695,Katanga 1955,geodetic,"Fundamental point: Tshinsenda A. Latitude: 12°30'31.568""S, longitude: 28°01'02.971""E (of Greenwich).",1955,7008,8901,3147,"Cadastre, topographic mapping, engineering survey.",Replaces earlier adjustments.,"Clifford J. Mugnier, in Photogrammetric Engineering and Remote Sensing, June 2005.",OGP,"2009/06/02",2008.045 2009.011,0,"D_Katanga_1955"
+6696,Kasai 1953,geodetic,"Two stations of the Katanga triangulation with ellipsoid change applied: Kabila, latitude 6°58'34.023""S, longitude 23°50'24.028""E (of Greenwich); and Gandajika NW base, latitude 6°45'01.057""S, longitude 23°57'03.038""E (of Greenwich).",1955,7012,8901,3148,"Cadastre, topographic mapping, engineering survey.",Replaced by IGC 1962 Arc of the 6th Parallel South.,Institute Geographique du Congo,OGP,"2008/06/24",2008.045,0,"D_Kasai_1955"
+6697,IGC 1962 Arc of the 6th Parallel South,geodetic,"Coordinates of 3 stations determined with respect to Arc 1950: Mulungu 4°47'39.2325""S, 29°59'37.5864""E; Nyakawembe 4°14'57.3618""S, 29°42'52.8032""E; Kavula 4°35'15.8634""S, 29°41'14.2693""E (all longitude w.r.t. Greenwich).",1962,7012,8901,3149,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Institute Geographique du Congo,OGP,"2008/06/24",2006.721 2008.045,0,"D_IGC_1962_Arc_of_the_6th_Parallel_South"
+6698,IGN 1962 Kerguelen,geodetic,K0 1949.,1949,7022,8901,2816,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,OGP,"2005/11/23",,0,"D_Kerguelen_Island_1949"
+6699,Le Pouce 1934,geodetic,"Fundamental point: Le Pouce. Latitude: 20°11'42.25""S, longitude: 57°31'18.58""E (of Greenwich).",1934,7012,8901,3209,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Cartography Section, Ministry of Housing and Land.",OGP,"2008/06/24",2008.045,0,"D_Le_Pouce_1934"
+6700,IGN Astro 1960,geodetic,Realised through a set of independent astronomically-positioned points.,1960,7012,8901,1157,Small scale topographic mapping.,"Observed during 1959-1960. Independent points not connected through a network. Relative accuracy estimated at 50-100m. Replaced by Mauritania 1999 (datum code 6702).","Ministry of Works and Transport, Topography and Cartography Directive.",OGP,"2006/06/12",2006.440,0,"D_IGN_Astro_1960"
+6701,Institut Geographique du Congo Belge 1955,geodetic,"Fundamental point: Yella east base. Latitude: 6°00'53.139""S, longitude: 12°58'29.287""E (of Greenwich).",1955,7012,8901,3171,"Cadastre, topographic mapping, engineering survey.","Replaced by IGC 1962 Arc of the 6th Parallel South, except for oil industry activities.",Institut Geographique du Congo Belge.,OGP,"2008/06/24",2008.045,0,"D_Institut_Geographique_du_Congo_Belge_1955"
+6702,Mauritania 1999,geodetic,ITRF96 at epoch 1997.0,1999,7019,8901,1157,Geodesy.,"A network of 36 GPS stations tied to ITRF96, 8 of which are IGN 1962 astronomic points.","Ministry of Works and Transport, Topography and Cartography Directive.",OGP,"2006/08/18",2006.770,0,"D_Mauritania_1999"
+6703,Missao Hidrografico Angola y Sao Tome 1951,geodetic,Extension of Camacupa datum into Cabinda.,1951,7012,8901,1318,Coastal hydrography.,"A variation of this datum has been adopted by the oil industry but incorrectly using the International 1924 ellipsoid and not tied to the official Portuguese triangulation - see Mhast (onshore) and Mhast (offshore) (codes 6704 and 6705).",Various industry sources.,OGP,"2006/01/03",,0,"D_Mhast_1951"
+6704,"Mhast (onshore)",geodetic,Probably adopted a Mhast 1951 coordinate set but associated an incorrect ellipsoid with it.,,7022,8901,3179,"Oil industry exploration and production. From 1979, offshore use superseded by Mhast (offshore) (code 6705).","Adopted by oil industry with intention of being Mhast 1951 (code 6703) but incorrectly (for Mhast 1951) used the International 1924 ellipsoid. This datum differs by about 400 metres from the Portuguese Mhast 1951 and Camacupa datums.",ChevronTexaco.,OGP,"2006/01/03",,0,"D_Mhast_Onshore"
+6705,"Mhast (offshore)",geodetic,"Fundamental point: Station Y at Malongo base camp. Latitude: 5°23'30.810""S, longitude: 12°12'01.590""E (of Greenwich).",1979,7022,8901,3180,Oil industry offshore exploration and production between 1979 and 1987.,"Origin coordinates determined by Transit single point position using 32 passes and transformed from WGS72BE using transformation code 15790. Differs from Mhast (onshore) by approximately 10m. Replaced in 1987 by Malongo 1987 (code 6259).",ChevronTexaco.,OGP,"2008/06/24",2008.045,0,"D_Mhast_Offshore"
+6706,Egypt Gulf of Suez S-650 TL,geodetic,"Fundamental point: Station S-650 DMX. Adopted coordinates: latitude: 28°19'02.1907""N, longitude: 33°06'36.6344""E (of Greenwich). The proper Egypt 1907 coordinates for S-650 differ from these by about 20m.",1980,7020,8901,2341,Oil industry offshore exploration and production in Gulf of Suez after 1980.,"A coherent set of stations bordering the Gulf of Suez coordinated by Transit translocation (""TL"") between 1980 and 1984. Based on incorrect Egypt 1907 values for origin station S-650. Differs from true Egypt 1907 by approximately 20m.",Various industry sources.,OGP,"2008/06/24",2008.045,0,"D_Egypt_Gulf_of_Suez_S-650_TL"
+6707,Tern Island 1961,geodetic,"Fundamental point: station FRIG on tern island, station B4 on Sorol Atoll.",1961,7022,8901,3181,Military and topographic mapping,"Two independent astronomic determinations considered to be consistent through adoption of common transformation to WGS 84 (see tfm code 15795).","DMA / NIMA / NGA TR8350.2 (original 1987 first edition and 3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/01/26",,0,"D_Tern_Island_1961"
+6708,Cocos Islands 1965,geodetic,"Fundamental point: Anna 1.",1965,7003,8901,1069,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/01/26",,0,
+6709,Iwo Jima 1945,geodetic,"Fundamental point: Beacon ""E"".",1945,7022,8901,3200,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/01/26",,0,
+6710,St. Helena 1971,geodetic,"Fundamental point: DOS 71/4.",1971,7022,8901,3183,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/01/26",,0,
+6711,Marcus Island 1952,geodetic,Marcus Island Astronomic Station.,1952,7022,8901,3203,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/01/26",,0,
+6712,Ascension Island 1958,geodetic,,1958,7022,8901,3182,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/01/26",,0,"D_Ascension_Island_1958"
+6713,Ayabelle Lighthouse,geodetic,"Fundamental point: Ayabelle Lighthouse.",,7012,8901,1081,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/01/26",,0,"D_Ayabelle"
+6714,Bellevue,geodetic,,1960,7022,8901,3193,Military and topographic mapping,"Datum covers all the major islands of Vanuatu in two different adjustment blocks, but practical usage is as given in the area of use.","DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/07/29",2006.510,0,"D_Bellevue_IGN"
+6715,Camp Area Astro,geodetic,,,7022,8901,3205,Geodetic and topographic survey,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/01/26",,0,"D_Camp_Area"
+6716,Phoenix Islands 1966,geodetic,,1966,7022,8901,3196,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/01/26",,0,
+6717,Cape Canaveral,geodetic,"Fundamental point: Central 1950.  Latitude: 28°29'32.36555""N, longitude 80°34'38.77362""W (of Greenwich)",1963,7008,8901,3206,US space and military operations.,,"US NGS and DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2008/06/24",2006.870 2008.045,0,"D_Cape_Canaveral"
+6718,Solomon 1968,geodetic,"Fundamental point: GUX 1.",1968,7022,8901,1213,"Military and topographic mapping, +/- 25 meters in each component",,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/01/26",,0,"D_Solomon_1968"
+6719,Easter Island 1967,geodetic,,1967,7022,8901,3188,"Military and topographic mapping, +/- 25 meters in each component",,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/01/26",,0,"D_Easter_Island_1967"
+6720,Fiji Geodetic Datum 1986,geodetic,NWL 9D coordinates of 6 stations on Vitu Levu and Vanua Levu.,1986,7043,8901,1094,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Viti Levu 1912, Vanua Levu 1915 and Fiji 1956.","Survey Review 30,231 (January 1989).",OGP,"2006/07/19",2006.500,0,"D_Fiji_1986"
+6721,Fiji 1956,geodetic,"Latitude origin was obtained astronomically at station Rasusuva = 17°49'03.13""S,  longitude origin was obtained astronomically at station Suva = 178°25'35.835""E (of Greenwich).",1956,7022,8901,3398,Military and topographic mapping,For topographic mapping replaces Viti Levu 1912 and Vanua Levu 1915. Replaced by Fiji Geodetic Datum 1986.,"SOPAC, www.sopac.org, and Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.",OGP,"2008/06/24",2006.500 2008.045,0,"D_Fiji_1956"
+6722,South Georgia 1968,geodetic,"Fundamental point: ISTS 061.",1968,7022,8901,3187,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/01/26",,0,
+6723,Grand Cayman 1959,geodetic,"Fundamental point: GC1. Latitude: 19°17'54.43""N, longitude: 81°22'37.17""W (of Greenwich).",1959,7008,8901,3185,Topographic mapping,,"Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1998. http://www.asprs.org/",OGP,"2008/06/24",2008.045,0,"D_Grand_Cayman_1959"
+6724,Diego Garcia 1969,geodetic,"Fundamental point: ISTS 073.",1969,7022,8901,3189,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/01/26",,0,
+6725,Johnston Island 1961,geodetic,,1961,7022,8901,3201,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/01/26",,0,"D_Johnston_Island_1961"
+6726,Little Cayman 1961,geodetic,"Fundamental point: LC5. Latitude: 19°39'46.324""N, longitude: 81°03'47.910""W (of Greenwich).",1961,7008,8901,3186,Military and topographic mapping.,,"Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1998. http://www.asprs.org/",OGP,"2008/06/24",2008.045,0,"D_Little_Cayman_1961"
+6727,Midway 1961,geodetic,,1961,7022,8901,3202,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/01/26",,0,"D_Midway_1961"
+6728,Pico de las Nieves 1984,geodetic,,,7022,8901,3199,Military and topographic mapping,"Replaces Pico de las Nieves 1968 (PN68). Replaced by REGCAN95.","DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2009/06/02",2009.033,0,"D_Pico_de_Las_Nieves"
+6729,Pitcairn 1967,geodetic,"Fundamental point: Pitcairn Astro. Latitude: 25°04'06.87""S, longitude: 130°06'47.83""W (of Greenwich).",1967,7022,8901,3208,Military and topographic mapping,Replaced by Pitcairn 2006.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2008/06/24",2008.004 2008.045,0,"D_Pitcairn_1967"
+6730,Santo 1965,geodetic,,1965,7022,8901,3194,Military and topographic mapping,"Datum covers all the major islands of Vanuatu in two different adjustment blocks, but practical usage is as given in the area of use.","DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/07/29",2006.510,0,"D_Santo_DOS_1965"
+6731,Viti Levu 1916,geodetic,,1916,7012,8901,3195,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/01/26",,1,"D_Viti_Levu_1916"
+6732,Marshall Islands 1960,geodetic,,1960,7053,8901,3191,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/01/26",,0,
+6733,Wake Island 1952,geodetic,,1952,7022,8901,3190,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/01/26",,0,"D_Wake_Island_1952"
+6734,Tristan 1968,geodetic,,1968,7022,8901,3184,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/01/26",,0,"D_Tristan_1968"
+6735,Kusaie 1951,geodetic,,1951,7022,8901,3192,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/01/26",,0,"D_Kusaie_1951"
+6736,Deception Island,geodetic,,,7012,8901,3204,Military and scientific mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,"2006/01/26",,0,"D_Deception_Island"
+6737,Geocentric datum of Korea,geodetic,ITRF2000 at epoch 2002.0.,2002,7019,8901,1135,Geodetic survey.,,"Permanent Committee for GIS Infrastructure for Asia and the Pacific (PCGIAP), http://www.gsi.go.jp/PCGIAP",OGP,"2006/08/18",2006.770,0,"D_Korea_2000"
+6738,Hong Kong 1963,geodetic,"Fundamental point: Trig ""Zero"", 38.4 feet south along the transit circle of the Kowloon Observatory. Latitude 22°18'12.82""N, longitude 114°10'18.75""E (of Greenwich).",1963,7007,8901,1118,Topographic mapping and hydrographic charting.,"Replaced by Hong Kong 1963(67) for military purposes only in 1967.  Replaced by Hong Kong 1980.","Survey and Mapping Office, Lands Department. http://www.info.gov.hk/landsd/",OGP,"2008/06/24",2008.045,0,"D_Hong_Kong_1963"
+6739,"Hong Kong 1963(67)",geodetic,"Fundamental point: Trig ""Zero"", 38.4 feet south along the transit circle of the Kowloon Observatory. Latitude 22°18'12.82""N, longitude 114°10'18.75""E (of Greenwich).",1967,7022,8901,1118,Military mapping and charting.,Replaces Hong Kong 1963 for military purposes only in 1967.  Replaced by Hong Kong 1980.,UK Hydrographic Office.,OGP,"2008/06/24",2008.045,0,"D_Hong_Kong_1963_67"
+6740,Parametrop Zemp 1990,geodetic,Geocentre.,1990,7054,8901,1262,Geodetic survey.,Derived through satellite tracking techniques.,"Geodeziya i Katografiya, 1993.",OGP,"2006/02/03",,0,"D_Parametrop_Zemp_1990"
+6741,Faroe Datum 1954,geodetic,Astronomical observations at 3 points.,1954,7022,8901,3248,"Geodetic survey, topographic mapping, engineering and cadastral survey.","Replaced by ED50 in late 1970's for all purposes other than cadastre. Replaced by fk89 for cadastre.","Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,"2006/08/04",2005.472,0,"D_Faroe_Datum_1954"
+6742,Geodetic Datum of Malaysia 2000,geodetic,"ITRF2000, epoch 2000.0.",2000,7019,8901,1151,"Geodetic survey, topographic mapping, engineering and cadastrral survey.",Replaces all older Malaysian datums.,"GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my",OGP,"2006/03/16",,0,"D_GDM_2000"
+6743,Karbala 1979,geodetic,"Fundamental point: Karbala. Latitude: 32°34'14.4941""N, longitude: 44°00'49.6379""E.",1979,7012,8901,1124,Geodetic survey.,National geodetic network established by Polservice consortium.,Various industry sources.,OGP,"2009/06/02",2009.003,0,"D_Karbala_1979_Polservice"
+6744,Nahrwan 1934,geodetic,"Fundamental point: Nahrwan south base.  Latitude: 33°19'10.87""N, longitude: 44°43'25.54""E (of Greenwich).",1934,7012,8901,3390,Oil exploration and production.,"This adjustment later discovered to have a significant orientation error. In Iran replaced by FD58. In Iraq, replaced by Nahrwan 1967.",Various industry sources.,OGP,"2008/06/24",2008.045,0,"D_Nahrwan_1934"
+6745,"Rauenberg Datum/83",geodetic,"Fundamental point: Rauenberg. Latitude: 52°27'12.021""N, longitude: 13°22'04.928""E (of Greenwich). This station was destroyed in 1910 and the station at Potsdam substituted as the fundamental point.",1990,7004,8901,2545,"Geodetic survey, cadastre, topographic mapping, engineering survey.","RD/83 is the realisation of DHDN in Saxony. It is the resultant of applying a transformation derived at 106 points throughout former East Germany to Pulkovo 1942/83 points in Saxony.","BKG via EuroGeographics. http://crs.bkg.bund.de",OGP,"2008/06/24",2008.045,0,
+6746,"Potsdam Datum/83",geodetic,"Fundamental point: Rauenberg. Latitude: 52°27'12.021""N, longitude: 13°22'04.928""E (of Greenwich). This station was destroyed in 1910 and the station at Potsdam substituted as the fundamental point.",1990,7004,8901,2544,"Geodetic survey, cadastre, topographic mapping, engineering survey.","PD/83 is the realisation of DHDN in Thuringen. It is the resultant of applying a transformation derived at 13 points on the border between East and West Germany to Pulkovo 1942/83 points in Thuringen.","BKG via EuroGeographics. http://crs.bkg.bund.de",OGP,"2008/06/24",2008.045,0,
+6747,Greenland 1996,geodetic,ITRF94 at epoch 1996.62,1996,7019,8901,1107,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Ammassalik 1958, Qornoq 1927 and Scoresbysund 1952.","Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,"2006/08/18",2006.770,0,"D_Greenland_1996"
+6748,Vanua Levu 1915,geodetic,"Latitude origin was obtained astronomically at station Numuiloa = 16°23'38.36""S, longitude origin was obtained astronomically at station Suva = 178°25'35.835""E.",1915,7055,8901,3401,"Geodetic survey, cadastre, topographic mapping, engineering survey.","For topographic mapping, replaced by Fiji 1956. For other purposes, replaced by Fiji 1986.","Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.",OGP,"2008/06/24",2008.045,0,"D_Vanua_Levu_1915"
+6749,Reseau Geodesique de Nouvelle Caledonie 91-93,geodetic,ITRF90 at epoch 1989.0.,1989,7019,8901,1174,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,"2006/08/18",2006.770,0,
+6750,ST87 Ouvea,geodetic,Ouloup.,1987,7030,8901,2813,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,"2006/07/21",,0,
+6751,"Kertau (RSO)",geodetic,,1969,7056,8901,1309,Metrication of RSO grid.,Adopts metric conversion of 0.914398 metres per yard exactly. This is a truncation of the Sears 1922 ratio.,Defence Geographic Centre.,OGP,"2006/07/24",,0,
+6752,Viti Levu 1912,geodetic,"Latitude origin was obtained astronomically at station Monavatu = 17°53'28.285""S, longitude origin was obtained astronomically at station Suva = 178°25'35.835""E.",1912,7055,8901,3195,"Geodetic survey, cadastre, topographic mapping, engineering survey.","For topographic mapping, replaced by Fiji 1956. For other purposes, replaced by Fiji 1986.","Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.",OGP,"2008/06/24",2008.045,0,
+6753,fk89,geodetic,,1989,7022,8901,3248,Cadastre,Replaces FD54 for cadastre.,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,"2006/08/04",,0,"D_fk89"
+6754,Libyan Geodetic Datum 2006,geodetic,5 stations tied to ITRF2000 through 8 days of continuous observations in May 2006.,2006,7022,8901,1143,"Geodetic survey, topographic mapping, engineering survey.",Replaces ELD79.,Survey Department of Libya.,OGP,"2006/08/25",,0,"D_Libyan_Geodetic_Datum_2006"
+6755,Datum Geodesi Nasional 1995,geodetic,ITRF91at epoch 1992.0.,1995,7030,8901,1122,"Geodetic survey, topographic mapping, engineering survey.",Replaces ID74 and all older datums.,Bakosurtanal.,OGP,"2006/08/25",,0,"D_Datum_Geodesi_Nasional_1995"
+6756,Vietnam 2000,geodetic,"Point N00, located in the premises of the Land Administration Research Institute, Hoang Quoc Viet Street, Hanoi.",2000,7030,8901,1252,"Geodetic survey, topographic mapping, engineering survey.",Replaces Hanoi 1972.,General Director of Land Administration.,OGP,"2006/09/13",,0,"D_Vietnam_2000"
+6757,SVY21,geodetic,"Fundamental point: Base 7 at Pierce Resevoir. Latitude: 1°22'02.9154""N, longitude: 103°49'31.9752""E (of Greenwich).",2004,7030,8901,1210,Cadastre.,Replaces Kertau 1968 for cadastral purposes from August 2004.,Singapore Land Authority,OGP,"2008/06/24",2008.045,0,"D_SVY21"
+6758,Jamaica 2001,geodetic,Aligned to WGS 84.,2001,7030,8901,1128,"Geodetic survey, cadastre, topographic mapping, hydrographic charting, engineering survey.",,National Land Agency.,OGP,"2007/01/19",,0,"D_Jamaica_2001"
+6759,"NAD83 (National Spatial Reference System 2007)",geodetic,"Coordinates of 486 national continually operating reference system (CORS) and 195 collaborative GPS (CGPS) sites constrained to their CORS96 values, ITRF2000 at epoch 2002.0.",2007,7019,8901,1511,Geodetic survey.,,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,"2007/03/13",,0,
+6760,World Geodetic System 1966,geodetic,Developed from a worldwide distribution of terrestrial and geodetic satellite observations and defined through a set of station coordinates.,1966,7025,8901,1262,Geodesy.,"A worldwide 5° × 5° mean free air gravity anomaly field provided the basic data for producing the WGS 66 gravimetric geoid. Replaced by WGS 72.","US DMA/NIMA/NGA",OGP,"2007/03/25",,0,
+6761,Croatian Terrestrial Reference System,geodetic,Densification of ETRS89 in Croatia at epoch 1995.55.,1996,7019,8901,1076,Geodesy.,Based on 78 control points with coordinates determined in ETRS89.,State Geodetic Administration of the Republic of Croatia.,OGP,"2007/09/25",,0,
+6762,Bermuda 2000,geodetic,ITRF96 at epoch 2000.0.,2000,7030,8901,1047,"Topographic mapping, cadastral and engineering survey.",,Department of Lands Buildings and Surveys,OGP,"2007/12/12",,0,
+6763,Pitcairn 2006,geodetic,"Fundamental point: Pitcairn Astro. Latitude: 25°04'06.7894""S, longitude: 130°06'46.6816""W (of Greenwich), derived by single point GPS oberservations.",2006,7030,8901,3208,"Cadastre, topographic mapping and engineering survey",Replaces Pitcairn 1967.,Pitcairn Island Government.,OGP,"2008/06/24",2008.045,0,
+6764,Ross Sea Region Geodetic Datum 2000,geodetic,Based on ITRF96 at epoch 2000.0,2000,7019,8901,3558,"Geodetic survey, topographic mapping.",,"Land Information New Zealand: LINZS25001 Standard for Ross Sea Region Geodetic Datum 2000; 16 November 2007.",OGP,"2008/04/04",,0,
+6765,Slovenia Geodetic Datum 1996,geodetic,"Densification of ETRS89, based on ITRS89 at epoch 1995.55.",1996,7019,8901,1212,"Geodetic survey, topographic mapping.",,Surveying and Mapping Authority of Slovenia,OGP,"2008/04/04",,0,
+6801,"CH1903 (Bern)",geodetic,"Fundamental point: Old Bern observatory. Latitude: 46°57'08.660""N, longitude: 0°E (of Bern).",1903,7004,8907,1286,Topographic mapping.,,"Bundesamt für Landestopographie",OGP,"2008/06/24",2003.361 2008.045,0,"D_Bern_1898"
+6802,"Bogota 1975 (Bogota)",geodetic,"Fundamental point: Bogota observatory. Latitude: 4°35'56.570""N, longitude: 0°E (of Bogota).",1975,7022,8904,3229,Topographic mapping.,,,OGP,"2008/06/24",2000.200 2003.361 2008.045,0,"D_Bogota"
+6803,"Lisbon 1937 (Lisbon)",geodetic,"Fundamental point: Castelo Sao Jorge, Lisbon. Latitude: 38°42'43.631""N, longitude: 0°E (of Lisbon).",1937,7022,8902,1294,Topographic mapping.,"Replaces Lisbon 1890 adjustment (which used Bessel 1841 ellipsoid).","Instituto Geografico e Cadastral; Lisbon",OGP,"2008/06/24",2001.551 2008.045,0,"D_Lisbon"
+6804,"Makassar (Jakarta)",geodetic,"Fundamental point: station P1, Moncongloe. Latitude 5°08'41.42""S, longitude 12°35'47.15""E (of Jakarta).",,7004,8908,1316,Topographic mapping.,,OGP,OGP,"2008/06/24",2003.361 2008.045,0,"D_Makassar"
+6805,"Militar-Geographische Institut (Ferro)",geodetic,"Fundamental point: Hermannskogel. Latitude: 48°16'15.29""N, longitude: 33°57'41.06""E (of Ferro).",1901,7004,8909,1321,Geodetic survey.,Replaced by MGI in Austria and MGI 1901 in former Yugoslavia.,"Bundesamt fur Eich- und Vermessungswesen; Wien",OGP,"2009/06/02",2008.045 2009.015,0,"D_MGI"
+6806,"Monte Mario (Rome)",geodetic,"Fundamental point: Monte Mario. Latitude: 41°55'25.51""N, longitude: 0°00' 00.00""E (of Rome).",,7022,8906,3343,Topographic mapping.,"Replaced Genova datum, Bessel 1841 ellipsoid, from 1940.",,OGP,"2008/06/24",2003.360 2008.045,0,"D_Monte_Mario"
+6807,"Nouvelle Triangulation Francaise (Paris)",geodetic,"Fundamental point: Pantheon. Latitude: 54.273618g N, longitude: 0.0106921g E (of Paris).",1895,7011,8903,1326,Topographic mapping.,,,OGP,"2004/01/07",2003.361,0,"D_NTF"
+6808,"Padang 1884 (Jakarta)",geodetic,"Fundamental point: Padang",1884,7004,8908,1355,Topographic mapping.,,,OGP,"1995/06/02",,0,"D_Padang_1884"
+6809,"Reseau National Belge 1950 (Brussels)",geodetic,"Fundamental point: Lommel (tower). Latitude: 51°13'47.334""N, longitude: 0°56'44.773""E (of Brussels).",1950,7022,8910,1347,Topographic mapping.,,,OGP,"2008/06/24",2008.045,0,"D_Belge_1950"
+6810,"Tananarive 1925 (Paris)",geodetic,"Fundamental point: Tananarive observatory. Latitude: 21.0191667g S, longitude: 50.23849537g E (of Paris)",1925,7022,8903,3273,Topographic mapping.,,IGN Paris,OGP,"2003/12/31",2003.361,0,"D_Tananarive_1925"
+6811,"Voirol 1875 (Paris)",geodetic,"Fundamental point: Voirol. Latitude: 40.83578 grads N, longitude: 0.78873 grads E (of Paris).",1875,7011,8903,1365,Topographic mapping.,,IGN Paris,OGP,"2004/01/07",2003.361,0,"D_Voirol_1875"
+6813,"Batavia (Jakarta)",geodetic,"Fundamental point: Longitude at Batavia astronomical station. Latitude: 6°07'39.522""S, longitude: 0°00'00.0""E (of Jakarta). Latitude and azimuth at Genuk.",,7004,8908,1285,Topographic mapping.,,,OGP,"2008/06/24",2003.361 2008.045,0,"D_Batavia"
+6814,"Stockholm 1938 (Stockholm)",geodetic,"Fundamental point: Stockholm observatory",1938,7004,8911,3313,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaced by RT90 adjustment (datum code 6124)",,OGP,"1996/04/12",,0,"D_Stockholm_1938"
+6815,"Greek (Athens)",geodetic,"Fundamental point: Athens Observatory. Latitude 37°58'20.132""N, longitude 0°E (of Athens).",,7004,8912,1106,Topographic mapping.,See geodetic datum alias 6404.  Used as basis of topographic mapping based on Hatt projection.,"Topography Department; National Technical University of Athens",OGP,"2008/06/24",2008.045,0,"D_Greek"
+6816,"Carthage (Paris)",geodetic,"Fundamental point: Carthage. Latitude: 40.9464506g N, longitude: 8.8724368g E (of Paris).",1925,7011,8903,1618,Topographic mapping.,Fundamental point astronomic coordinates determined in 1878.,,OGP,"2004/01/15",2003.362 2003.050,0,"D_Carthage"
+6817,"NGO 1948 (Oslo)",geodetic,"Fundamental point: Oslo observatory. Latitude: 59°54'43.7""N, longitude: 0°00'00.0""E (of Oslo).",1948,7005,8913,1352,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,,OGP,"2008/06/24",2003.362 2008.045,0,"D_NGO_1948"
+6818,"S-JTSK (Ferro)",geodetic,"Modification of Austrian MGI (Ferro) datum.",1920,7004,8909,1306,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.",OGP,"2001/08/28",2001.260,0,"D_S_JTSK"
+6819,"Nord Sahara 1959 (Paris)",geodetic,"Coordinates of primary network readjusted on ED50 datum and then transformed conformally to Clarke 1880 (RGS) ellipsoid.",1959,7012,8903,1366,Topographic mapping.,,"""Le System Geodesique Nord-Sahara""; IGN Paris",OGP,"2000/06/23",,1,"D_Nord_Sahara_1959"
+6820,"Gunung Segara (Jakarta)",geodetic,"Station P5 (Gunung Segara) 0°32'12.83""S, 117°08'48.47""E (of Greenwich). Longitude 8°20'20.68""E (of Jakarta).",,7004,8908,1360,Topographic mapping.,,,OGP,"2008/06/24",2008.045,0,"D_Gunung_Segara"
+6821,"Voirol 1879 (Paris)",geodetic,"Fundamental point: Voirol. Latitude: 40.835864 grads N, longitude: 0.788735 grads E (of Paris).",1879,7011,8903,1365,Topographic mapping.,"Replaces Voirol 1875 (Paris) (code 6811).",IGN Paris,OGP,"2004/01/07",,0,"D_Voirol_1879"
+6896,International Terrestrial Reference Frame 2005,geodetic,"Origin at geocentre, originally orientated to the BIH Terrestrial System at epoch 1984.0 then adjusted to ensure zero net rotation to earth's overall tectonic motion. Defined by time series of Cartesian station coordinates and Earth Rotation parameters.",2005,7019,8901,1262,Geodesy.,"Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 2005.0. Replaces ITRF2000 (code 6656).","IGN Paris http://itrf.ensg.ign.fr/itrs_itrf.php",OGP,"2007/01/19",,0,
+6901,"Ancienne Triangulation Francaise (Paris)",geodetic,,,7027,8914,1326,Topographic mapping.,"Uses the RGS value for the Paris meridian.  In Alsace, data suspected to be transformation of German network into ATF. Replaced by Nouvelle Triangulation Francaise (Paris) (code 6807) which uses the 1936 IGN value for the Paris meridian.",,OGP,"2007/11/01",2007.083,0,"D_ATF"
+6902,"Nord de Guerre (Paris)",geodetic,,,7027,8903,1369,Topographic mapping.,,,OGP,"1995/06/02",,1,"D_Nord_de_Guerre"
+6903,"Madrid 1870 (Madrid)",geodetic,"Fundamental point: Madrid observatory.",1870,7028,8905,2366,Topographic mapping.,,"Institut de Geomatica; Barcelona",OGP,"1998/11/11",,0,"D_Madrid_1870"
+6904,"Lisbon 1890 (Lisbon)",geodetic,"Fundamental point: Castelo Sao Jorge, Lisbon. Latitude: 38°42'43.631""N, longitude: 0°E (of Lisbon).",1937,7004,8902,1294,Topographic mapping.,"Replaced by Lisbon 1937 adjustment (which uses International 1924 ellipsoid).","Instituto Geografico e Cadastral Lisbon http://www.igeo.pt",OGP,"2008/06/24",2003.232 2008.045,0,"D_Lisbon_1890"
+9300,Astra Minas,engineering,"Origin at 45°59'54.79""S, 67°34'38.94""W (of Greenwich).",,,,1265,Oil industry mapping.,,,OGP,"2008/06/24",2008.045,0,
+9301,Barcelona,engineering,"Centre of the gateway of San Cristobal chuch; Plaza Boyaca; Barcelona.",,,,1266,Oil industry mapping.,"Coordinates variously given as 10°08'06""N  64°41'17""W and 10°08'06""N  64°41'07.5""W.  It is not clear whether there should be two local datums.","Ministry of Mines standards manual, 1974.",OGP,"2008/06/24",2008.045,0,
+9302,Maturin,engineering,"Concrete post PR-1 in Plaza Bolivar; Maturin.  9°44'55""N, 63°10'40""W (of Greenwich).",,,,1320,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,"2008/06/24",2008.045,0,
+9303,Maracaibo Cross,engineering,"Cruz Canada Morillo in Maracaibo; 10°38'32.328""N, 71°37'12.12""W  Loma Quintana datum.",,,,1319,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,"2008/06/24",2008.045,0,
+9304,La Rosa,engineering,"Monument in La Rosa; 10°22'40.417""N, 71°26'59.488""W  Loma Quintana datum.",,,,1311,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,"2008/06/24",2008.045,0,
+9305,Mene Grande,engineering,"Monument in Santa Barbara; Mene Grande.  9°52'25.488""N, 70°54'35.310""W (of Greenwich).",,,,1270,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,"2008/06/24",2008.045,0,
+9306,El Cubo,engineering,"8°44'17.258""N, 72°30'09.01""W (of Greenwich).",,,,1269,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,"2008/06/24",2008.045,0,
+9307,Dabajuro,engineering,"Church tower at Dabajuro; 11°01'19""N, 70°40'40""W (of Greenwich).",,,,1268,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,"2008/06/24",2008.045,0,
+9308,Tucupita,engineering,"Centre of Plaza Bolivar; Tucupita; 9°03'32""N, 62°03'07.6""W (of Greenwich).",,,,1370,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,"2008/06/24",2008.045,0,
+9309,El Mene,engineering,"10°04'49.1""N, 71°02'10""W (of Greenwich).",,,,1270,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,"2008/06/24",2008.045,0,
+9310,Santa Maria de Ipire,engineering,"Concrete post PR-1 in Plaza Bolivar; Santa Maria de Ipire; 8°40'06""N, 65°19'09""W (of Greenwich).",,,,1371,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,"2008/06/24",2008.045,0,
+9311,Barinas west base,engineering,Concrete pillar.,,,,1267,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,"2000/06/10",,0,
+9312,EPSG example  X,engineering,"Bin grid I=J=1 at WGS 84 / UTM zone 31N 456781E 5836723N.",,,,1263,Example only.,"Example only!","Bin grid orientation = 20 degrees grid.  Bin width I=25m, J=12.5m.  Bin increment I=1, J=1.  Scale factor at origin 0.99984.
+
+Example only!",OGP,"2000/06/23",,1,
+9313,EPSG example Platform Y,engineering,Conductor slot A1.,,,,1263,Example only.,Example only,OGP,OGP,"2000/06/23",,0,
+9314,Tombak LNG plant,engineering,"Plant grid coordinates of x=20000m, y=10000m at Nakhl-e Ghanem / UTM zone 39 coordinates 618336.784E, 3067774.21N. Plant grid x orientated at UTM grid bearing of 45 deg., plant grid y orientated at UTM grid bearing of 315 deg.",,,,2362,Engineering survey.,,Total,OGP,"2005/08/18",,0,
+9315,UKOOA P6 seismic bin grid example,engineering,"Centre of bin grid I=J=1.",,,,1263,Example only.,,"UKOOA Data Exchange Format P6/98 ""Definition of 3D Seismic Binning Grids"".",OGP,"2005/09/08",,0,

Modified: grass/branches/releasebranch_6_4/lib/proj/pcs.csv
===================================================================
--- grass/branches/releasebranch_6_4/lib/proj/pcs.csv	2010-03-01 06:43:36 UTC (rev 41247)
+++ grass/branches/releasebranch_6_4/lib/proj/pcs.csv	2010-03-01 07:57:43 UTC (rev 41248)
@@ -979,7 +979,7 @@
 2986,"Perroud 1950 / Terre Adelie Polar Stereographic",9001,4637,19983,9830,1,0,4492,8826,300000,9001,8827,200000,9001,8832,-67,9102,8833,140,9102,,,,,,,,,
 2987,"Saint Pierre et Miquelon 1950 / UTM zone 21N",9001,4638,16021,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
 2988,"MOP78 / UTM zone 1S",9001,4639,16101,9807,1,0,4400,8801,0,9102,8802,-177,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
-2989,"RRAF 1991 / UTM zone 20N",9001,4640,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2989,"RRAF 1991 / UTM zone 20N",9001,4640,16020,9807,1,1,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
 2990,"Reunion 1947 / TM Reunion",9001,4626,19982,9807,1,1,4499,8801,-21.07,9110,8802,55.32,9110,8805,1,9201,8806,50000,9001,8807,160000,9001,,,,,,
 2991,"NAD83 / Oregon Lambert",9001,4269,13633,9802,1,0,4499,8821,41.45,9110,8822,-120.3,9110,8823,43,9110,8824,45.3,9110,8826,400000,9001,8827,0,9001,,,
 2992,"NAD83 / Oregon Lambert (ft)",9002,4269,15374,9802,1,0,4495,8821,41.45,9110,8822,-120.3,9110,8823,43,9110,8824,45.3,9110,8826,1312335.958,9002,8827,0,9002,,,
@@ -1444,7 +1444,7 @@
 3451,"NAD83 / Louisiana North (ftUS)",9003,4269,15391,9802,1,0,4497,8821,30.3,9110,8822,-92.3,9110,8823,32.4,9110,8824,31.1,9110,8826,3280833.3333,9003,8827,0,9003,,,
 3452,"NAD83 / Louisiana South (ftUS)",9003,4269,15392,9802,1,0,4497,8821,28.3,9110,8822,-91.2,9110,8823,30.42,9110,8824,29.18,9110,8826,3280833.3333,9003,8827,0,9003,,,
 3453,"NAD83 / Louisiana Offshore (ftUS)",9003,4269,15393,9802,1,0,4497,8821,25.3,9110,8822,-91.2,9110,8823,27.5,9110,8824,26.1,9110,8826,3280833.3333,9003,8827,0,9003,,,
-3454,"NAD83 / South Dakota North (ftUS)",9003,4269,15395,9802,1,0,4497,8821,42.2,9110,8822,-100.2,9110,8823,44.24,9110,8824,42.5,9110,8826,1968500,9003,8827,0,9003,,,
+3454,"NAD83 / South Dakota North (ftUS)",9003,4269,15395,9802,1,1,4497,8821,42.2,9110,8822,-100.2,9110,8823,44.24,9110,8824,42.5,9110,8826,1968500,9003,8827,0,9003,,,
 3455,"NAD83 / South Dakota South (ftUS)",9003,4269,15395,9802,1,0,4497,8821,42.2,9110,8822,-100.2,9110,8823,44.24,9110,8824,42.5,9110,8826,1968500,9003,8827,0,9003,,,
 3456,"NAD83(HARN) / Louisiana North (ftUS)",9003,4152,15391,9802,1,0,4497,8821,30.3,9110,8822,-92.3,9110,8823,32.4,9110,8824,31.1,9110,8826,3280833.3333,9003,8827,0,9003,,,
 3457,"NAD83(HARN) / Louisiana South (ftUS)",9003,4152,15392,9802,1,0,4497,8821,28.3,9110,8822,-91.2,9110,8823,30.42,9110,8824,29.18,9110,8826,3280833.3333,9003,8827,0,9003,,,
@@ -1811,8 +1811,8 @@
 3839,"Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 9",9001,4179,16269,9807,1,0,4530,8801,0,9102,8802,27,9102,8805,1,9201,8806,9500000,9001,8807,0,9001,,,,,,
 3840,"Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 10",9001,4179,16270,9807,1,0,4530,8801,0,9102,8802,30,9102,8805,1,9201,8806,10500000,9001,8807,0,9001,,,,,,
 3841,"Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 6",9001,4178,16266,9807,1,0,4530,8801,0,9102,8802,18,9102,8805,1,9201,8806,6500000,9001,8807,0,9001,,,,,,
-3842,"Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 7",9001,4178,16266,9807,1,0,4530,8801,0,9102,8802,18,9102,8805,1,9201,8806,6500000,9001,8807,0,9001,,,,,,
-3843,"Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 8",9001,4178,16266,9807,1,0,4530,8801,0,9102,8802,18,9102,8805,1,9201,8806,6500000,9001,8807,0,9001,,,,,,
+3842,"Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 7",9001,4178,16266,9807,1,1,4530,8801,0,9102,8802,18,9102,8805,1,9201,8806,6500000,9001,8807,0,9001,,,,,,
+3843,"Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 8",9001,4178,16266,9807,1,1,4530,8801,0,9102,8802,18,9102,8805,1,9201,8806,6500000,9001,8807,0,9001,,,,,,
 3844,"Pulkovo 1942(58) / Stereo70",9001,4179,19926,9809,1,0,4530,8801,46,9102,8802,25,9102,8805,0.99975,9201,8806,500000,9001,8807,500000,9001,,,,,,
 3845,"SWEREF99 / RT90 7.5 gon V emulation",9001,4619,17339,9807,1,0,4530,8801,0,9110,8802,11.18225,9110,8805,1.000006,9201,8806,1500025.141,9001,8807,-667.282,9001,,,,,,
 3846,"SWEREF99 / RT90 5 gon V emulation",9001,4619,17340,9807,1,0,4530,8801,0,9110,8802,13.332256,9110,8805,1.0000058,9201,8806,1500044.695,9001,8807,-667.13,9001,,,,,,
@@ -1853,7 +1853,7 @@
 3976,"WGS 84 / NSIDC Sea Ice Polar Stereographic South",9001,4326,19866,9829,1,0,4470,8806,0,9001,8807,0,9001,8832,-70,9102,8833,0,9102,,,,,,,,,
 3978,"NAD83 / Canada Atlas Lambert",9001,4269,3977,9802,1,0,4400,8821,49,9102,8822,-95,9102,8823,49,9102,8824,77,9102,8826,0,9001,8827,0,9001,,,
 3979,"NAD83(CSRS) / Canada Atlas Lambert",9001,4617,3977,9802,1,0,4400,8821,49,9102,8822,-95,9102,8823,49,9102,8824,77,9102,8826,0,9001,8827,0,9001,,,
-3985,"Katanga 1955 / Katanga Lambert",9001,4695,3980,9802,1,0,4499,8821,9,9102,8822,26,9102,8823,-6.5,9102,8824,-11.5,9102,8826,500000,9001,8827,500000,9001,,,
+3985,"Katanga 1955 / Katanga Lambert",9001,4695,3980,9802,1,1,4499,8821,9,9102,8822,26,9102,8823,-6.5,9102,8824,-11.5,9102,8826,500000,9001,8827,500000,9001,,,
 3986,"Katanga 1955 / Katanga Gauss zone A",9001,4695,3981,9807,1,0,4499,8801,-9,9102,8802,30,9102,8805,1,9201,8806,200000,9001,8807,500000,9001,,,,,,
 3987,"Katanga 1955 / Katanga Gauss zone B",9001,4695,3982,9807,1,0,4499,8801,-9,9102,8802,28,9102,8805,1,9201,8806,200000,9001,8807,500000,9001,,,,,,
 3988,"Katanga 1955 / Katanga Gauss zone C",9001,4695,3983,9807,1,0,4499,8801,-9,9102,8802,26,9102,8805,1,9201,8806,200000,9001,8807,500000,9001,,,,,,
@@ -1885,6 +1885,159 @@
 4083,"REGCAN95 / UTM zone 28N",9001,4081,16028,9807,1,0,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
 4087,"WGS 84 / World Equidistant Cylindrical",9001,4326,4085,1028,1,0,4499,8802,0,9102,8806,0,9001,8807,0,9001,8823,0,9102,,,,,,,,,
 4088,"World Equidistant Cylindrical (Sphere)",9001,4047,4086,1029,1,0,4499,8802,0,9102,8806,0,9001,8807,0,9001,8823,0,9102,,,,,,,,,
+4093,"ETRS89 / DKTM1",9001,4258,4089,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.99998,9201,8806,200000,9001,8807,-5000000,9001,,,,,,
+4094,"ETRS89 / DKTM2",9001,4258,4090,9807,1,0,4400,8801,0,9102,8802,10,9102,8805,0.99998,9201,8806,400000,9001,8807,-5000000,9001,,,,,,
+4095,"ETRS89 / DKTM3",9001,4258,4091,9807,1,0,4400,8801,0,9102,8802,11.75,9102,8805,0.99998,9201,8806,600000,9001,8807,-5000000,9001,,,,,,
+4096,"ETRS89 / DKTM4",9001,4258,4092,9807,1,0,4400,8801,0,9102,8802,15,9102,8805,1,9201,8806,800000,9001,8807,-5000000,9001,,,,,,
+4414,"NAD83(HARN) / Guam Map Grid",9001,4152,4325,9807,1,0,4499,8801,13.3,9110,8802,144.45,9110,8805,1,9201,8806,100000,9001,8807,200000,9001,,,,,,
+4415,"Katanga 1955 / Katanga Lambert",9001,4695,4416,9802,1,0,4499,8821,-9,9102,8822,26,9102,8823,-6.5,9102,8824,-11.5,9102,8826,500000,9001,8827,500000,9001,,,
+4417,"Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 7",9001,4178,16267,9807,1,0,4530,8801,0,9102,8802,21,9102,8805,1,9201,8806,7500000,9001,8807,0,9001,,,,,,
+4434,"Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 8",9001,4178,16268,9807,1,0,4530,8801,0,9102,8802,24,9102,8805,1,9201,8806,8500000,9001,8807,0,9001,,,,,,
+4437,"NAD83(NSRS2007) / Puerto Rico and Virgin Is.",9001,4759,15230,9802,1,0,4499,8821,17.5,9110,8822,-66.26,9110,8823,18.26,9110,8824,18.02,9110,8826,200000,9001,8827,200000,9001,,,
+4455,"NAD27 / Pennsylvania South",9003,4267,4436,9802,1,0,4497,8821,39.2,9110,8822,-77.45,9110,8823,40.58,9110,8824,39.56,9110,8826,2000000,9003,8827,0,9003,,,
+4456,"NAD27 / New York Long Island",9003,4267,4454,9802,1,0,4497,8821,40.3,9110,8822,-74,9110,8823,41.02,9110,8824,40.4,9110,8826,2000000,9003,8827,100000,9003,,,
+4457,"NAD83 / South Dakota North (ftUS)",9003,4269,15394,9802,1,0,4497,8821,43.5,9110,8822,-100,9110,8823,45.41,9110,8824,44.25,9110,8826,1968500,9003,8827,0,9003,,,
+4462,"WGS 84 / Australian Centre for Remote Sensing Lambert",9001,4326,4460,9802,1,0,4400,8821,-27,9102,8822,132,9102,8823,-18,9102,8824,-36,9102,8826,0,9001,8827,0,9001,,,
+4467,"RGSPM06 / UTM zone 21N",9001,4463,16021,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+4471,"RGM04 / UTM zone 38S",9001,4470,16138,9807,1,0,4400,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+4474,"Cadastre 1997 / UTM zone 38S",9001,4632,16138,9807,1,0,4400,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+4484,"Mexican Datum of 1993 / UTM zone 11N",9001,4483,16011,9807,1,0,4400,8801,0,9102,8802,-117,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+4485,"Mexican Datum of 1993 / UTM zone 12N",9001,4483,16012,9807,1,0,4400,8801,0,9102,8802,-111,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+4486,"Mexican Datum of 1993 / UTM zone 13N",9001,4483,16013,9807,1,0,4400,8801,0,9102,8802,-105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+4487,"Mexican Datum of 1993 / UTM zone 14N",9001,4483,16014,9807,1,0,4400,8801,0,9102,8802,-99,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+4488,"Mexican Datum of 1993 / UTM zone 15N",9001,4483,16015,9807,1,0,4400,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+4489,"Mexican Datum of 1993 / UTM zone 16N",9001,4483,16016,9807,1,0,4400,8801,0,9102,8802,-87,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+4491,"CGCS2000 / Gauss-Kruger zone 13",9001,4490,16213,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,13500000,9001,8807,0,9001,,,,,,
+4492,"CGCS2000 / Gauss-Kruger zone 14",9001,4490,16214,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,14500000,9001,8807,0,9001,,,,,,
+4493,"CGCS2000 / Gauss-Kruger zone 15",9001,4490,16215,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,15500000,9001,8807,0,9001,,,,,,
+4494,"CGCS2000 / Gauss-Kruger zone 16",9001,4490,16216,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,16500000,9001,8807,0,9001,,,,,,
+4495,"CGCS2000 / Gauss-Kruger zone 17",9001,4490,16217,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,17500000,9001,8807,0,9001,,,,,,
+4496,"CGCS2000 / Gauss-Kruger zone 18",9001,4490,16218,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,18500000,9001,8807,0,9001,,,,,,
+4497,"CGCS2000 / Gauss-Kruger zone 19",9001,4490,16219,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,19500000,9001,8807,0,9001,,,,,,
+4498,"CGCS2000 / Gauss-Kruger zone 20",9001,4490,16220,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,20500000,9001,8807,0,9001,,,,,,
+4499,"CGCS2000 / Gauss-Kruger zone 21",9001,4490,16221,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,21500000,9001,8807,0,9001,,,,,,
+4500,"CGCS2000 / Gauss-Kruger zone 22",9001,4490,16222,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,22500000,9001,8807,0,9001,,,,,,
+4501,"CGCS2000 / Gauss-Kruger zone 23",9001,4490,16223,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,23500000,9001,8807,0,9001,,,,,,
+4502,"CGCS2000 / Gauss-Kruger CM 75E",9001,4490,16313,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4503,"CGCS2000 / Gauss-Kruger CM 81E",9001,4490,16314,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4504,"CGCS2000 / Gauss-Kruger CM 87E",9001,4490,16315,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4505,"CGCS2000 / Gauss-Kruger CM 93E",9001,4490,16316,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4506,"CGCS2000 / Gauss-Kruger CM 99E",9001,4490,16317,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4507,"CGCS2000 / Gauss-Kruger CM 105E",9001,4490,16318,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4508,"CGCS2000 / Gauss-Kruger CM 111E",9001,4490,16319,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4509,"CGCS2000 / Gauss-Kruger CM 117E",9001,4490,16320,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4510,"CGCS2000 / Gauss-Kruger CM 123E",9001,4490,16321,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4511,"CGCS2000 / Gauss-Kruger CM 129E",9001,4490,16322,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4512,"CGCS2000 / Gauss-Kruger CM 135E",9001,4490,16323,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4513,"CGCS2000 / 3-degree Gauss-Kruger zone 25",9001,4490,16285,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,25500000,9001,8807,0,9001,,,,,,
+4514,"CGCS2000 / 3-degree Gauss-Kruger zone 26",9001,4490,16286,9807,1,0,4530,8801,0,9102,8802,78,9102,8805,1,9201,8806,26500000,9001,8807,0,9001,,,,,,
+4515,"CGCS2000 / 3-degree Gauss-Kruger zone 27",9001,4490,16287,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,27500000,9001,8807,0,9001,,,,,,
+4516,"CGCS2000 / 3-degree Gauss-Kruger zone 28",9001,4490,16288,9807,1,0,4530,8801,0,9102,8802,84,9102,8805,1,9201,8806,28500000,9001,8807,0,9001,,,,,,
+4517,"CGCS2000 / 3-degree Gauss-Kruger zone 29",9001,4490,16289,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,29500000,9001,8807,0,9001,,,,,,
+4518,"CGCS2000 / 3-degree Gauss-Kruger zone 30",9001,4490,16290,9807,1,0,4530,8801,0,9102,8802,90,9102,8805,1,9201,8806,30500000,9001,8807,0,9001,,,,,,
+4519,"CGCS2000 / 3-degree Gauss-Kruger zone 31",9001,4490,16291,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,31500000,9001,8807,0,9001,,,,,,
+4520,"CGCS2000 / 3-degree Gauss-Kruger zone 32",9001,4490,16292,9807,1,0,4530,8801,0,9102,8802,96,9102,8805,1,9201,8806,32500000,9001,8807,0,9001,,,,,,
+4521,"CGCS2000 / 3-degree Gauss-Kruger zone 33",9001,4490,16293,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,33500000,9001,8807,0,9001,,,,,,
+4522,"CGCS2000 / 3-degree Gauss-Kruger zone 34",9001,4490,16294,9807,1,0,4530,8801,0,9102,8802,102,9102,8805,1,9201,8806,34500000,9001,8807,0,9001,,,,,,
+4523,"CGCS2000 / 3-degree Gauss-Kruger zone 35",9001,4490,16295,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,35500000,9001,8807,0,9001,,,,,,
+4524,"CGCS2000 / 3-degree Gauss-Kruger zone 36",9001,4490,16296,9807,1,0,4530,8801,0,9102,8802,108,9102,8805,1,9201,8806,36500000,9001,8807,0,9001,,,,,,
+4525,"CGCS2000 / 3-degree Gauss-Kruger zone 37",9001,4490,16297,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,37500000,9001,8807,0,9001,,,,,,
+4526,"CGCS2000 / 3-degree Gauss-Kruger zone 38",9001,4490,16298,9807,1,0,4530,8801,0,9102,8802,114,9102,8805,1,9201,8806,38500000,9001,8807,0,9001,,,,,,
+4527,"CGCS2000 / 3-degree Gauss-Kruger zone 39",9001,4490,16299,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,39500000,9001,8807,0,9001,,,,,,
+4528,"CGCS2000 / 3-degree Gauss-Kruger zone 40",9001,4490,16070,9807,1,0,4530,8801,0,9102,8802,120,9102,8805,1,9201,8806,40500000,9001,8807,0,9001,,,,,,
+4529,"CGCS2000 / 3-degree Gauss-Kruger zone 41",9001,4490,16071,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,41500000,9001,8807,0,9001,,,,,,
+4530,"CGCS2000 / 3-degree Gauss-Kruger zone 42",9001,4490,16072,9807,1,0,4530,8801,0,9102,8802,126,9102,8805,1,9201,8806,42500000,9001,8807,0,9001,,,,,,
+4531,"CGCS2000 / 3-degree Gauss-Kruger zone 43",9001,4490,16073,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,43500000,9001,8807,0,9001,,,,,,
+4532,"CGCS2000 / 3-degree Gauss-Kruger zone 44",9001,4490,16074,9807,1,0,4530,8801,0,9102,8802,132,9102,8805,1,9201,8806,44500000,9001,8807,0,9001,,,,,,
+4533,"CGCS2000 / 3-degree Gauss-Kruger zone 45",9001,4490,16075,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,45500000,9001,8807,0,9001,,,,,,
+4534,"CGCS2000 / 3-degree Gauss-Kruger CM 75E",9001,4490,16313,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4535,"CGCS2000 / 3-degree Gauss-Kruger CM 78E",9001,4490,16386,9807,1,0,4530,8801,0,9102,8802,78,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4536,"CGCS2000 / 3-degree Gauss-Kruger CM 81E",9001,4490,16314,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4537,"CGCS2000 / 3-degree Gauss-Kruger CM 84E",9001,4490,16388,9807,1,0,4530,8801,0,9102,8802,84,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4538,"CGCS2000 / 3-degree Gauss-Kruger CM 87E",9001,4490,16315,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4539,"CGCS2000 / 3-degree Gauss-Kruger CM 90E",9001,4490,16390,9807,1,0,4530,8801,0,9102,8802,90,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4540,"CGCS2000 / 3-degree Gauss-Kruger CM 93E",9001,4490,16316,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4541,"CGCS2000 / 3-degree Gauss-Kruger CM 96E",9001,4490,16392,9807,1,0,4530,8801,0,9102,8802,96,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4542,"CGCS2000 / 3-degree Gauss-Kruger CM 99E",9001,4490,16317,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4543,"CGCS2000 / 3-degree Gauss-Kruger CM 102E",9001,4490,16394,9807,1,0,4530,8801,0,9102,8802,102,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4544,"CGCS2000 / 3-degree Gauss-Kruger CM 105E",9001,4490,16318,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4545,"CGCS2000 / 3-degree Gauss-Kruger CM 108E",9001,4490,16396,9807,1,0,4530,8801,0,9102,8802,108,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4546,"CGCS2000 / 3-degree Gauss-Kruger CM 111E",9001,4490,16319,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4547,"CGCS2000 / 3-degree Gauss-Kruger CM 114E",9001,4490,16398,9807,1,0,4530,8801,0,9102,8802,114,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4548,"CGCS2000 / 3-degree Gauss-Kruger CM 117E",9001,4490,16320,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4549,"CGCS2000 / 3-degree Gauss-Kruger CM 120E",9001,4490,16170,9807,1,0,4530,8801,0,9102,8802,120,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4550,"CGCS2000 / 3-degree Gauss-Kruger CM 123E",9001,4490,16321,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4551,"CGCS2000 / 3-degree Gauss-Kruger CM 126E",9001,4490,16172,9807,1,0,4530,8801,0,9102,8802,126,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4552,"CGCS2000 / 3-degree Gauss-Kruger CM 129E",9001,4490,16322,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4553,"CGCS2000 / 3-degree Gauss-Kruger CM 132E",9001,4490,16174,9807,1,0,4530,8801,0,9102,8802,132,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4554,"CGCS2000 / 3-degree Gauss-Kruger CM 135E",9001,4490,16323,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4559,"RRAF 1991 / UTM zone 20N",9001,4558,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+4568,"New Beijing / Gauss-Kruger zone 13",9001,4555,16213,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,13500000,9001,8807,0,9001,,,,,,
+4569,"New Beijing / Gauss-Kruger zone 14",9001,4555,16214,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,14500000,9001,8807,0,9001,,,,,,
+4570,"New Beijing / Gauss-Kruger zone 15",9001,4555,16215,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,15500000,9001,8807,0,9001,,,,,,
+4571,"New Beijing / Gauss-Kruger zone 16",9001,4555,16216,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,16500000,9001,8807,0,9001,,,,,,
+4572,"New Beijing / Gauss-Kruger zone 17",9001,4555,16217,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,17500000,9001,8807,0,9001,,,,,,
+4573,"New Beijing / Gauss-Kruger zone 18",9001,4555,16218,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,18500000,9001,8807,0,9001,,,,,,
+4574,"New Beijing / Gauss-Kruger zone 19",9001,4555,16219,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,19500000,9001,8807,0,9001,,,,,,
+4575,"New Beijing / Gauss-Kruger zone 20",9001,4555,16220,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,20500000,9001,8807,0,9001,,,,,,
+4576,"New Beijing / Gauss-Kruger zone 21",9001,4555,16221,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,21500000,9001,8807,0,9001,,,,,,
+4577,"New Beijing / Gauss-Kruger zone 22",9001,4555,16222,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,22500000,9001,8807,0,9001,,,,,,
+4578,"New Beijing / Gauss-Kruger zone 23",9001,4555,16223,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,23500000,9001,8807,0,9001,,,,,,
+4579,"New Beijing / Gauss-Kruger CM 75E",9001,4555,16313,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4580,"New Beijing / Gauss-Kruger CM 81E",9001,4555,16314,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4581,"New Beijing / Gauss-Kruger CM 87E",9001,4555,16315,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4582,"New Beijing / Gauss-Kruger CM 93E",9001,4555,16316,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4583,"New Beijing / Gauss-Kruger CM 99E",9001,4555,16317,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4584,"New Beijing / Gauss-Kruger CM 105E",9001,4555,16318,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4585,"New Beijing / Gauss-Kruger CM 111E",9001,4555,16319,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4586,"New Beijing / Gauss-Kruger CM 117E",9001,4555,16320,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4587,"New Beijing / Gauss-Kruger CM 123E",9001,4555,16321,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4588,"New Beijing / Gauss-Kruger CM 129E",9001,4555,16322,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4589,"New Beijing / Gauss-Kruger CM 135E",9001,4555,16323,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4647,"ETRS89 / UTM zone N32",9001,4258,4648,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,32500000,9001,8807,0,9001,,,,,,
+4652,"New Beijing / 3-degree Gauss-Kruger zone 25",9001,4555,16285,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,25500000,9001,8807,0,9001,,,,,,
+4653,"New Beijing / 3-degree Gauss-Kruger zone 26",9001,4555,16286,9807,1,0,4530,8801,0,9102,8802,78,9102,8805,1,9201,8806,26500000,9001,8807,0,9001,,,,,,
+4654,"New Beijing / 3-degree Gauss-Kruger zone 27",9001,4555,16287,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,27500000,9001,8807,0,9001,,,,,,
+4655,"New Beijing / 3-degree Gauss-Kruger zone 28",9001,4555,16288,9807,1,0,4530,8801,0,9102,8802,84,9102,8805,1,9201,8806,28500000,9001,8807,0,9001,,,,,,
+4656,"New Beijing / 3-degree Gauss-Kruger zone 29",9001,4555,16289,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,29500000,9001,8807,0,9001,,,,,,
+4766,"New Beijing / 3-degree Gauss-Kruger zone 30",9001,4555,16290,9807,1,0,4530,8801,0,9102,8802,90,9102,8805,1,9201,8806,30500000,9001,8807,0,9001,,,,,,
+4767,"New Beijing / 3-degree Gauss-Kruger zone 31",9001,4555,16291,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,31500000,9001,8807,0,9001,,,,,,
+4768,"New Beijing / 3-degree Gauss-Kruger zone 32",9001,4555,16292,9807,1,0,4530,8801,0,9102,8802,96,9102,8805,1,9201,8806,32500000,9001,8807,0,9001,,,,,,
+4769,"New Beijing / 3-degree Gauss-Kruger zone 33",9001,4555,16293,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,33500000,9001,8807,0,9001,,,,,,
+4770,"New Beijing / 3-degree Gauss-Kruger zone 34",9001,4555,16294,9807,1,0,4530,8801,0,9102,8802,102,9102,8805,1,9201,8806,34500000,9001,8807,0,9001,,,,,,
+4771,"New Beijing / 3-degree Gauss-Kruger zone 35",9001,4555,16295,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,35500000,9001,8807,0,9001,,,,,,
+4772,"New Beijing / 3-degree Gauss-Kruger zone 36",9001,4555,16296,9807,1,0,4530,8801,0,9102,8802,108,9102,8805,1,9201,8806,36500000,9001,8807,0,9001,,,,,,
+4773,"New Beijing / 3-degree Gauss-Kruger zone 37",9001,4555,16297,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,37500000,9001,8807,0,9001,,,,,,
+4774,"New Beijing / 3-degree Gauss-Kruger zone 38",9001,4555,16298,9807,1,0,4530,8801,0,9102,8802,114,9102,8805,1,9201,8806,38500000,9001,8807,0,9001,,,,,,
+4775,"New Beijing / 3-degree Gauss-Kruger zone 39",9001,4555,16299,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,39500000,9001,8807,0,9001,,,,,,
+4776,"New Beijing / 3-degree Gauss-Kruger zone 40",9001,4555,16070,9807,1,0,4530,8801,0,9102,8802,120,9102,8805,1,9201,8806,40500000,9001,8807,0,9001,,,,,,
+4777,"New Beijing / 3-degree Gauss-Kruger zone 41",9001,4555,16071,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,41500000,9001,8807,0,9001,,,,,,
+4778,"New Beijing / 3-degree Gauss-Kruger zone 42",9001,4555,16072,9807,1,0,4530,8801,0,9102,8802,126,9102,8805,1,9201,8806,42500000,9001,8807,0,9001,,,,,,
+4779,"New Beijing / 3-degree Gauss-Kruger zone 43",9001,4555,16073,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,43500000,9001,8807,0,9001,,,,,,
+4780,"New Beijing / 3-degree Gauss-Kruger zone 44",9001,4555,16074,9807,1,0,4530,8801,0,9102,8802,132,9102,8805,1,9201,8806,44500000,9001,8807,0,9001,,,,,,
+4781,"New Beijing / 3-degree Gauss-Kruger zone 45",9001,4555,16075,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,45500000,9001,8807,0,9001,,,,,,
+4782,"New Beijing / 3-degree Gauss-Kruger CM 75E",9001,4555,16313,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4783,"New Beijing / 3-degree Gauss-Kruger CM 78E",9001,4555,16386,9807,1,0,4530,8801,0,9102,8802,78,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4784,"New Beijing / 3-degree Gauss-Kruger CM 81E",9001,4555,16314,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4785,"New Beijing / 3-degree Gauss-Kruger CM 84E",9001,4555,16388,9807,1,0,4530,8801,0,9102,8802,84,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4786,"New Beijing / 3-degree Gauss-Kruger CM 87E",9001,4555,16315,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4787,"New Beijing / 3-degree Gauss-Kruger CM 90E",9001,4555,16390,9807,1,0,4530,8801,0,9102,8802,90,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4788,"New Beijing / 3-degree Gauss-Kruger CM 93E",9001,4555,16316,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4789,"New Beijing / 3-degree Gauss-Kruger CM 96E",9001,4555,16392,9807,1,0,4530,8801,0,9102,8802,96,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4790,"New Beijing / 3-degree Gauss-Kruger CM 99E",9001,4555,16317,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4791,"New Beijing / 3-degree Gauss-Kruger CM 102E",9001,4555,16394,9807,1,0,4530,8801,0,9102,8802,102,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4792,"New Beijing / 3-degree Gauss-Kruger CM 105E",9001,4555,16318,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4793,"New Beijing / 3-degree Gauss-Kruger CM 108E",9001,4555,16396,9807,1,0,4530,8801,0,9102,8802,108,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4794,"New Beijing / 3-degree Gauss-Kruger CM 111E",9001,4555,16319,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4795,"New Beijing / 3-degree Gauss-Kruger CM 114E",9001,4555,16398,9807,1,0,4530,8801,0,9102,8802,114,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4796,"New Beijing / 3-degree Gauss-Kruger CM 117E",9001,4555,16320,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4797,"New Beijing / 3-degree Gauss-Kruger CM 120E",9001,4555,16170,9807,1,0,4530,8801,0,9102,8802,120,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4798,"New Beijing / 3-degree Gauss-Kruger CM 123E",9001,4555,16321,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4799,"New Beijing / 3-degree Gauss-Kruger CM 126E",9001,4555,16172,9807,1,0,4530,8801,0,9102,8802,126,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4800,"New Beijing / 3-degree Gauss-Kruger CM 129E",9001,4555,16322,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4812,"New Beijing / 3-degree Gauss-Kruger CM 132E",9001,4555,16174,9807,1,0,4530,8801,0,9102,8802,132,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4822,"New Beijing / 3-degree Gauss-Kruger CM 135E",9001,4555,16323,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+4826,"WGS 84 / Cape Verde National",9001,4326,4825,9802,1,0,1024,8821,15.5,9110,8822,-24,9110,8823,15,9110,8824,16.4,9110,8826,161587.83,9001,8827,128511.202,9001,,,
 5819,EPSG topocentric example A,9001,4979,15594,9837,1,0,4461,8834,55,9102,8835,5,9102,8836,0,9001,,,,,,,,,,,,
 5820,EPSG topocentric example B,9001,4978,15595,9836,1,0,4461,8837,3771793.97,9001,8838,140253.34,9001,8839,5124304.35,9001,,,,,,,,,,,,
 5821,EPSG vertical perspective example,9001,5819,19850,9838,1,0,4461,8834,55,9102,8835,5,9102,8836,200,9001,8840,5900,9036,,,,,,,,,
@@ -2847,7 +3000,7 @@
 32015,"NAD27 / New York East",9003,4267,13101,9807,1,0,4497,8801,40,9110,8802,-74.2,9110,8805,0.999966667,9201,8806,500000,9003,8807,0,9003,,,,,,
 32016,"NAD27 / New York Central",9003,4267,13102,9807,1,0,4497,8801,40,9110,8802,-76.35,9110,8805,0.9999375,9201,8806,500000,9003,8807,0,9003,,,,,,
 32017,"NAD27 / New York West",9003,4267,13103,9807,1,0,4497,8801,40,9110,8802,-78.35,9110,8805,0.9999375,9201,8806,500000,9003,8807,0,9003,,,,,,
-32018,"NAD27 / New York Long Island",9003,4267,13104,9802,1,0,4497,8821,40.3,9110,8822,-74,9110,8823,41.02,9110,8824,40.4,9110,8826,1000000,9003,8827,0,9003,,,
+32018,"NAD27 / New York Long Island",9003,4267,13104,9802,1,1,4497,8821,40.3,9110,8822,-74,9110,8823,41.02,9110,8824,40.4,9110,8826,1000000,9003,8827,0,9003,,,
 32019,"NAD27 / North Carolina",9003,4267,13200,9802,1,0,4497,8821,33.45,9110,8822,-79,9110,8823,34.2,9110,8824,36.1,9110,8826,2000000,9003,8827,0,9003,,,
 32020,"NAD27 / North Dakota North",9003,4267,13301,9802,1,0,4497,8821,47,9110,8822,-100.3,9110,8823,47.26,9110,8824,48.44,9110,8826,2000000,9003,8827,0,9003,,,
 32021,"NAD27 / North Dakota South",9003,4267,13302,9802,1,0,4497,8821,45.4,9110,8822,-100.3,9110,8823,46.11,9110,8824,47.29,9110,8826,2000000,9003,8827,0,9003,,,
@@ -2858,7 +3011,7 @@
 32026,"NAD27 / Oregon North",9003,4267,13601,9802,1,0,4497,8821,43.4,9110,8822,-120.3,9110,8823,44.2,9110,8824,46,9110,8826,2000000,9003,8827,0,9003,,,
 32027,"NAD27 / Oregon South",9003,4267,13602,9802,1,0,4497,8821,41.4,9110,8822,-120.3,9110,8823,42.2,9110,8824,44,9110,8826,2000000,9003,8827,0,9003,,,
 32028,"NAD27 / Pennsylvania North",9003,4267,13701,9802,1,0,4497,8821,40.1,9110,8822,-77.45,9110,8823,40.53,9110,8824,41.57,9110,8826,2000000,9003,8827,0,9003,,,
-32029,"NAD27 / Pennsylvania South",9003,4267,13702,9802,1,0,4497,8821,39.2,9110,8822,-77.45,9110,8823,39.56,9110,8824,40.48,9110,8826,2000000,9003,8827,0,9003,,,
+32029,"NAD27 / Pennsylvania South",9003,4267,13702,9802,1,1,4497,8821,39.2,9110,8822,-77.45,9110,8823,39.56,9110,8824,40.48,9110,8826,2000000,9003,8827,0,9003,,,
 32030,"NAD27 / Rhode Island",9003,4267,13800,9807,1,0,4497,8801,41.05,9110,8802,-71.3,9110,8805,0.9999938,9201,8806,500000,9003,8807,0,9003,,,,,,
 32031,"NAD27 / South Carolina North",9003,4267,13901,9802,1,0,4497,8821,33,9110,8822,-81,9110,8823,33.46,9110,8824,34.58,9110,8826,2000000,9003,8827,0,9003,,,
 32033,"NAD27 / South Carolina South",9003,4267,13902,9802,1,0,4497,8821,31.5,9110,8822,-81,9110,8823,32.2,9110,8824,33.4,9110,8826,2000000,9003,8827,0,9003,,,

Modified: grass/branches/releasebranch_6_4/lib/proj/projop_wparm.csv
===================================================================
--- grass/branches/releasebranch_6_4/lib/proj/projop_wparm.csv	2010-03-01 06:43:36 UTC (rev 41247)
+++ grass/branches/releasebranch_6_4/lib/proj/projop_wparm.csv	2010-03-01 07:57:43 UTC (rev 41248)
@@ -27,6 +27,17 @@
 3999,Moldova Transverse Mercator,9807,8801,0,9110,8802,28.24,9110,8805,0.99994,9201,8806,200000,9001,8807,-5000000,9001,,,,,,
 4085,World Equidistant Cylindrical,1028,8802,0,9102,8806,0,9001,8807,0,9001,8823,0,9102,,,,,,,,,
 4086,"World Equidistant Cylindrical (Sphere)",1029,8802,0,9102,8806,0,9001,8807,0,9001,8823,0,9102,,,,,,,,,
+4089,DKTM1,9807,8801,0,9102,8802,9,9102,8805,0.99998,9201,8806,200000,9001,8807,-5000000,9001,,,,,,
+4090,DKTM2,9807,8801,0,9102,8802,10,9102,8805,0.99998,9201,8806,400000,9001,8807,-5000000,9001,,,,,,
+4091,DKTM3,9807,8801,0,9102,8802,11.75,9102,8805,0.99998,9201,8806,600000,9001,8807,-5000000,9001,,,,,,
+4092,DKTM4,9807,8801,0,9102,8802,15,9102,8805,1,9201,8806,800000,9001,8807,-5000000,9001,,,,,,
+4325,Guam Map Grid,9807,8801,13.3,9110,8802,144.45,9110,8805,1,9201,8806,100000,9001,8807,200000,9001,,,,,,
+4416,Katanga Lambert,9802,8821,-9,9102,8822,26,9102,8823,-6.5,9102,8824,-11.5,9102,8826,500000,9001,8827,500000,9001,,,
+4436,Pennsylvania CS27 South zone,9802,8821,39.2,9110,8822,-77.45,9110,8823,40.58,9110,8824,39.56,9110,8826,2000000,9003,8827,0,9003,,,
+4454,New York CS27 Long Island zone,9802,8821,40.3,9110,8822,-74,9110,8823,41.02,9110,8824,40.4,9110,8826,2000000,9003,8827,100000,9003,,,
+4460,Australian Centre for Remote Sensing Lambert Conformal Projection,9802,8821,-27,9102,8822,132,9102,8823,-18,9102,8824,-36,9102,8826,0,9001,8827,0,9001,,,
+4648,UTM zone 32N with prefix,9807,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,32500000,9001,8807,0,9001,,,,,,
+4825,Cape Verde National,9802,8821,15.5,9110,8822,-24,9110,8823,15,9110,8824,16.4,9110,8826,161587.83,9001,8827,128511.202,9001,,,
 10101,Alabama CS27 East zone,9807,8801,30.3,9110,8802,-85.5,9110,8805,0.99996,9201,8806,500000,9003,8807,0,9003,,,,,,
 10102,Alabama CS27 West zone,9807,8801,30,9110,8802,-87.3,9110,8805,0.999933333,9201,8806,500000,9003,8807,0,9003,,,,,,
 10131,"SPCS83 Alabama East zone (meters)",9807,8801,30.3,9110,8802,-85.5,9110,8805,0.99996,9201,8806,200000,9001,8807,0,9001,,,,,,

Modified: grass/branches/releasebranch_6_4/lib/proj/unit_of_measure.csv
===================================================================
--- grass/branches/releasebranch_6_4/lib/proj/unit_of_measure.csv	2010-03-01 06:43:36 UTC (rev 41247)
+++ grass/branches/releasebranch_6_4/lib/proj/unit_of_measure.csv	2010-03-01 07:57:43 UTC (rev 41248)
@@ -1,79 +1,80 @@
 uom_code,unit_of_meas_name,unit_of_meas_type,target_uom_code,factor_b,factor_c,remarks,information_source,data_source,revision_date,change_id,deprecated
-9001,metre,length,9001,1,1,Also known as International metre. SI standard unit.,ISO 1000.,OGP,1995-06-02,,0
-9002,foot,length,9001,0.3048,1,,ISO 1000; 1958,OGP,1995-06-02,,0
-9003,US survey foot,length,9001,12,39.37,Used in USA.,OGP,OGP,2000-05-07,1999.990,0
-9005,Clarke's foot,length,9001,0.3047972654,1,"Assumes Clarke's 1865 ratio of 1 British foot = 0.3047972654 French legal metres applies to the international metre.   Used in older Australian, southern African & British West Indian mapping.",Australian Land Information Group  www.auslig.gov.au,OGP,2005-09-06,1997.233 1999.990 2000.050 2005.370 2005.460,0
-9014,fathom,length,9001,1.8288,1,= 6 feet.,,OGP,1995-06-02,,0
-9030,nautical mile,length,9001,1852,1,,,OGP,1996-10-18,1996.240,0
-9031,German legal metre,length,9001,1.0000135965,1,Used in Namibia.,Chief Directorate Surveys and Land Information; Mowbray; South Africa,OGP,1997-06-16,,0
-9033,US survey chain,length,9001,792,39.37,Used in USA primarily for public lands cadastral work.,Bureau of Land Management technical bulletin 6 (1973) and Standard Field Tables 8th edition (1956).,OGP,2000-05-07,1999.990,0
-9034,US survey link,length,9001,7.92,39.37,Used in USA primarily for public lands cadastral work.,Bureau of Land Management technical bulletin 6 (1973) and Standard Field Tables 8th edition (1956).,OGP,2000-05-07,1999.990,0
-9035,US survey mile,length,9001,63360,39.37,Used in USA primarily for public lands cadastral work.,Bureau of Land Management technical bulletin 6 (1973) and Standard Field Tables 8th edition (1956).,OGP,2000-05-07,1999.990,0
-9036,kilometre,length,9001,1000,1,,ISO 1000.,OGP,1998-11-11,,0
-9037,Clarke's yard,length,9001,0.9143917962,1,"=3 Clarke's feet.  Assumes Clarke's 1865 ratio of 1 British foot = 0.3047972654 French legal metres applies to the international metre.   Used in older Australian, southern African & British West Indian mapping.",Australian Land Information Group  www.auslig.gov.au,OGP,2005-09-06,1997.233 1999.990 2005.370 2005.460,0
-9038,Clarke's chain,length,9001,20.1166195164,1,"=22 Clarke's yards.  Assumes Clarke's 1865 ratio of 1 British foot = 0.3047972654 French legal metres applies to the international metre.   Used in older Australian, southern African & British West Indian mapping.",Australian Land Information Group  www.auslig.gov.au,OGP,2005-09-06,1997.233 1999.990 2005.370 2005.460,0
-9039,Clarke's link,length,9001,0.201166195164,1,"=1/100 Clarke's chain. Assumes Clarke's 1865 ratio of 1 British foot = 0.3047972654 French legal metres applies to the international metre.   Used in older Australian, southern African & British West Indian mapping.",Australian Land Information Group  www.auslig.gov.au,OGP,2005-09-06,1997.233 1999.990 2005.370 2005.460,0
-9040,British yard (Sears 1922),length,9001,36,39.370147,Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre.  Used in East Malaysian and older New Zealand mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000-05-07,1997.233 1999.990,0
-9041,British foot (Sears 1922),length,9001,12,39.370147,Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre.  Used in East Malaysian and older New Zealand mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000-05-07,1997.233 1999.990,0
-9042,British chain (Sears 1922),length,9001,792,39.370147,Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre.  Used in East Malaysian and older New Zealand mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000-05-07,1997.233 1999.990,0
-9043,British link (Sears 1922),length,9001,7.92,39.370147,Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre.  Used in East Malaysian and older New Zealand mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000-05-07,1997.233 1999.990,0
-9050,British yard (Benoit 1895 A),length,9001,0.9143992,1,Uses Benoit's 1895 British yard-metre ratio as given by Clark as 0.9143992 metres per yard.  Used for deriving metric size of ellipsoid in Palestine.,"J.S.Clark; ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2006-03-21,1997.233 1999.990 2006.260,0
-9051,British foot (Benoit 1895 A),length,9001,0.9143992,3,Uses Benoit's 1895 British yard-metre ratio as given by Clark as 0.9143992 metres per yard.  Used for deriving metric size of ellipsoid in Palestine.,"J.S.Clark; ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2006-03-21,1997.233 1999.990 2006.260,0
-9052,British chain (Benoit 1895 A),length,9001,20.1167824,1,Uses Benoit's 1895 British yard-metre ratio as given by Clark as 0.9143992 metres per yard.  Used for deriving metric size of ellipsoid in Palestine.,"J.S.Clark; ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2006-03-21,1997.233 1999.990 2006.260,0
-9053,British link (Benoit 1895 A),length,9001,0.201167824,1,Uses Benoit's 1895 British yard-metre ratio as given by Clark as 0.9143992 metres per yard.  Used for deriving metric size of ellipsoid in Palestine.,"J.S.Clark; ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2006-03-21,1997.233 1999.990 2006.260,0
-9060,British yard (Benoit 1895 B),length,9001,36,39.370113,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.","G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000-05-07,1997.233 1999.990,0
-9061,British foot (Benoit 1895 B),length,9001,12,39.370113,Uses Benoit's 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre.  Used in West Malaysian mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000-05-07,1997.233 1999.990,0
-9062,British chain (Benoit 1895 B),length,9001,792,39.370113,Uses Benoit's 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre.  Used in West Malaysian mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000-05-07,1997.233 1999.990,0
-9063,British link (Benoit 1895 B),length,9001,7.92,39.370113,Uses Benoit's 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre.  Used in West Malaysian mapping.,"G. Bomford; ""Geodesy""; 3rd edition 1975",OGP,2000-05-07,1997.233 1999.990,0
-9070,British foot (1865),length,9001,0.9144025,3,Uses Clark's estimate of 1853-1865 British foot-metre ratio of 0.9144025 metres per yard.  Used in 1962 and 1975 estimates of Indian foot.,"J.S.Clark; ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000-05-07,1997.233 1999.990,0
-9080,Indian foot,length,9001,12,39.370142,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British yard (= 3 British feet) taken to be J.S.Clark's 1865 value of 0.9144025 metres.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",OGP,2000-05-07,1997.231 1999.990,0
-9081,Indian foot (1937),length,9001,0.30479841,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British foot taken to be 1895 Benoit value of 12/39.370113m.  Rounded to 8 decimal places as 0.30479841. Used from Bangladesh to Vietnam.  Previously used in India and Pakistan but superseded.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",OGP,2000-05-07,1997.231 1999.990,0
-9082,Indian foot (1962),length,9001,0.3047996,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British yard (3 feet) taken to be J.S. Clark's 1865 value of 0.9144025m. Rounded to 7 significant figures with a small error as 1 Ind ft=0.3047996m.  Used in Pakistan since metrication.,"G. Bomford; ""Geodesy""; 2nd edition 1962",OGP,2007-01-25,1997.231 1999.990 2007.011,0
-9083,Indian foot (1975),length,9001,0.3047995,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British yard (3 feet) taken to be J.S. Clark's 1865 value of 0.9144025m. Rounded to 7 significant figures as 1 Ind ft=0.3047995m.  Used in India since metrication.,"G. Bomford; ""Geodesy""; 3rd edition 1975",OGP,2007-01-25,1997.231 1999.990 2007.011,0
-9084,Indian yard,length,9001,36,39.370142,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British yard (= 3 British feet) taken to be J.S.Clark's 1865 value of 0.9144025 metres.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",OGP,2000-05-07,1997.231 1999.990,0
-9085,Indian yard (1937),length,9001,0.91439523,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British foot taken to be 1895 Benoit value of 12/39.370113m.  Rounded to 8 decimal places as 0.30479841. Used from Bangladesh to Vietnam.  Previously used in India and Pakistan but superseded.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",OGP,2000-05-07,1997.231 1999.990,0
-9086,Indian yard (1962),length,9001,0.9143988,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British yard (3 feet) taken to be J.S. Clark's 1865 value of 0.9144025m. Rounded to 7 significant figures with a small error as 1 Ind ft=0.3047996m.  Used in Pakistan since metrication.,"G. Bomford; ""Geodesy""; 2nd edition 1962",OGP,2007-01-25,1997.231 1999.990 2007.011,0
-9087,Indian yard (1975),length,9001,0.9143985,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British yard (3 feet) taken to be J.S. Clark's 1865 value of 0.9144025m. Rounded to 7 significant figures as 1 Ind ft=0.3047995m.  Used in India since metrication.,"G. Bomford; ""Geodesy""; 3rd edition 1975",OGP,2007-01-25,1997.231 1999.990 2007.011,0
-9093,Statute mile,length,9001,1609.344,1,=5280 feet,OGP,OGP,2000-03-07,,0
-9094,Gold Coast foot,length,9001,6378300,20926201,"Used in Ghana and some adjacent parts of British west Africa prior to metrication, except for the metrication of projection defining parameters when British foot (Sears 1922) used.",Ordnance Survey International,OGP,2001-01-21,2000.861,0
-9095,British foot (1936),length,9001,0.3048007491,1,For the 1936 retriangulation OSGB defines the relationship of 10 feet of 1796 to the International metre through the logarithmic relationship (10^0.48401603 exactly). 1 ft = 0.3048007491
m. Also used for metric conversions in Ireland.,"1. ""The Retriangulation of Great Britain"", Ordnance Survey of Great Britain.¶2. ""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,2006-11-27,2002.621 2006.932,0
-9096,yard,length,9001,0.9144,1,=3 international feet.,OGP,OGP,2006-07-14,,0
-9097,chain,length,9001,20.1168,1,=22 international yards or 66 international feet.,OGP,OGP,2006-07-14,,0
-9098,link,length,9001,20.1168,100,=1/100 international chain.,OGP,OGP,2006-07-14,,0
-9099,British yard (Sears 1922 truncated),length,9001,0.914398,1,Uses Sear's 1922 British yard-metre ratio (UoM code 9040) truncated to 6 significant figures.,Defence Geographic Centre,OGP,2006-10-23,2006.901,0
-9101,radian,angle,9101,1,1,SI standard unit.,ISO 1000:1992,OGP,1995-06-02,,0
-9102,degree,angle,9101,3.14159265358979,180,= pi/180 radians,,OGP,2002-11-18,1996.220 2002.860,0
-9103,arc-minute,angle,9101,3.14159265358979,10800,1/60th degree = ((pi/180) / 60) radians,,OGP,2002-11-18,1996.220 2002.860,0
-9104,arc-second,angle,9101,3.14159265358979,648000,1/60th arc-minute = ((pi/180) / 3600) radians,,OGP,2002-11-18,1996.220 2002.860,0
-9105,grad,angle,9101,3.14159265358979,200,=pi/200 radians.,,OGP,2002-11-18,1996.220 1999.050 2002.860,0
-9106,gon,angle,9101,3.14159265358979,200,=pi/200 radians,,OGP,2002-11-18,1996.220 2002.860,0
-9107,degree minute second,angle,9102,,,"Degree representation. Format: signed degrees (integer) - arc-minutes (integer) - arc-seconds (real, any precision). Different symbol sets are in use as field separators, for example º ' "". Convert to degrees using algorithm.",OGP,OGP,2002-11-22,1996.190 2002.070 2002.780,0
-9108,degree minute second hemisphere,angle,9102,,,"Degree representation. Format: degrees (integer) - arc-minutes (integer) - arc-seconds (real) - hemisphere abbreviation (single character N S E or W). Different symbol sets are in use as field separators for example º ' "". Convert to deg using algorithm.",OGP,OGP,2002-11-22,1996.190 2002.070 2002.780,0
-9109,microradian,angle,9101,1,1000000,rad * 10E-6,ISO 1000.,OGP,1996-10-18,1999.050,0
-9110,sexagesimal DMS,angle,9102,,,Pseudo unit. Format: signed degrees - period - minutes (2 digits) - integer seconds (2 digits) - fraction of seconds (any precision). Must include leading zero in minutes and seconds and exclude decimal point for seconds. Convert to degree using formula.,OGP,OGP,2008-03-26,2002.270 2002.780 2008.020,0
-9111,sexagesimal DM,angle,9102,,,Pseudo unit. Format: sign - degrees - decimal point - integer minutes (two digits) - fraction of minutes (any precision).  Must include leading zero in integer minutes.  Must exclude decimal point for minutes.  Convert to deg using algorithm.,OGP,OGP,2002-11-22,2002.070 2002.780,0
-9112,centesimal minute,angle,9101,3.14159265358979,20000,1/100 of a grad and gon = ((pi/200) / 100) radians,http://www.geodesy.matav.hu/,OGP,2005-09-06,1998.480 1999.510 2002.860 2005.460,0
-9113,centesimal second,angle,9101,3.14159265358979,2000000,"1/100 of a centesimal minute or 1/10,000th of a grad and gon = ((pi/200) / 10000) radians",http://www.geodesy.matav.hu/,OGP,2005-09-06,1999.510 2002.860 2005.460,0
-9114,mil_6400,angle,9101,3.14159265358979,3200,Angle subtended by 1/6400 part of a circle.  Approximates to 1/1000th radian.  Note that other approximations (notably 1/6300 circle and 1/6000 circle) also exist.,http://www.geodesy.matav.hu/,OGP,2005-09-06,1999.510 2005.460,0
-9115,degree minute,angle,9102,,,"Degree representation. Format: signed degrees (integer)  - arc-minutes (real, any precision). Different symbol sets are in use as field separators, for example º '. Convert to degrees using algorithm.",OGP,OGP,2002-11-22,2002.780,0
-9116,degree hemisphere,angle,9102,,,"Degree representation. Format: degrees (real, any precision) - hemisphere abbreviation (single character N S E or W). Convert to degrees using algorithm.",OGP,OGP,2002-11-22,,0
-9117,hemisphere degree,angle,9102,,,"Degree representation. Format: hemisphere abbreviation (single character N S E or W) - degrees (real, any precision). Convert to degrees using algorithm.",OGP,OGP,2002-11-22,,0
-9118,degree minute hemisphere,angle,9102,,,"Degree representation. Format: degrees (integer) - arc-minutes (real, any precision) - hemisphere abbreviation (single character N S E or W). Different symbol sets are in use as field separators, for example º '. Convert to degrees using algorithm.",OGP,OGP,2002-11-22,,0
-9119,hemisphere degree minute,angle,9102,,,"Degree representation. Format:  hemisphere abbreviation (single character N S E or W) - degrees (integer) - arc-minutes (real, any precision). Different symbol sets are in use as field separators, for example º '. Convert to degrees using algorithm.",OGP,OGP,2002-11-22,,0
-9120,hemisphere degree minute second,angle,9102,,,"Degree representation. Format: hemisphere abbreviation (single character N S E or W) - degrees (integer) - arc-minutes (integer) - arc-seconds (real). Different symbol sets are in use as field separators for example º ' "". Convert to deg using algorithm.",OGP,OGP,2002-11-22,,0
-9121,sexagesimal DMS.s,angle,9102,,,"Pseudo unit. Format: signed degrees - minutes (two digits) - seconds (real, any precision). Must include leading zero in minutes and seconds where value is under 10 and include decimal separator for seconds. Convert to degree using algorithm.",ISO 6709:1983.,OGP,2002-11-22,,0
-9122,degree (supplier to define representation),angle,9101,3.14159265358979,180,"= pi/180 radians. The degree representation (e.g. decimal, DMSH, etc.) must be clarified by suppliers of data associated with this code.",OGP,OGP,2004-01-05,,0
-9201,unity,scale,9201,1,1,,,OGP,1996-09-12,,0
-9202,parts per million,scale,9201,1,1000000,,,OGP,1996-09-12,,0
-9203,coefficient,scale,9201,1,1,Used when parameters are coefficients.  They inherently take the units which depend upon the term to which the coefficient applies.,OGP,OGP,2004-09-14,2004.530,0
-9204,Bin width 330 US survey feet,length,9001,3960,39.37,,OGP,OGP,2000-10-19,2000.590,0
-9205,Bin width 165 US survey feet,length,9001,1980,39.37,,OGP,OGP,2000-10-19,2000.590,0
-9206,Bin width 82.5 US survey feet,length,9001,990,39.37,,OGP,OGP,2000-10-19,2000.590,0
-9207,Bin width 37.5 metres,length,9001,37.5,1,,OGP,OGP,2000-10-19,2000.590,0
-9208,Bin width 25 metres,length,9001,25,1,,OGP,OGP,2000-10-19,2000.590,0
-9209,Bin width 12.5 metres,length,9001,12.5,1,,OGP,OGP,2000-10-19,2000.590,0
-9210,Bin width 6.25 metres,length,9001,6.25,1,,OGP,OGP,2000-10-19,2000.590,0
-9211,Bin width 3.125 metres,length,9001,3.125,1,,OGP,OGP,2000-10-19,2000.590,0
-9300,British foot (Sears 1922 truncated),length,9001,0.914398,3,"Uses Sear's 1922 British yard-metre ratio (UoM code 9040) truncated to 6 significant figures; this truncated ratio (0.914398, UoM code 9099) then converted to other imperial units. 3 ftSe(T) = 1 ydSe(T).",Defence Geographic Centre,OGP,2006-10-23,2006.901,0
-9301,British chain (Sears 1922 truncated),length,9001,20.116756,1,"Uses Sear's 1922 British yard-metre ratio (UoM code 9040) truncated to 6 significant figures; this truncated ratio (0.914398, UoM code 9099) then converted to other imperial units. 1 chSe(T) = 22 ydSe(T). Used in metrication of Malaya RSO grid.",Defence Geographic Centre,OGP,2006-10-23,2006.901,0
-9302,British link (Sears 1922 truncated),length,9001,20.116756,100,"Uses Sear's 1922 British yard-metre ratio (UoM code 9040) truncated to 6 significant figures; this truncated ratio (0.914398, UoM code 9099) then converted to other imperial units. 100 lkSe(T) = 1 chSe(T).",Defence Geographic Centre,OGP,2006-10-23,2006.901,0
+9001,metre,length,9001,1,1,Also known as International metre. SI standard unit.,ISO 1000.,OGP,1995/06/02,,0
+9002,foot,length,9001,0.3048,1,,"ISO 1000; 1958",OGP,1995/06/02,,0
+9003,US survey foot,length,9001,12,39.37,Used in USA.,OGP,OGP,2000/05/07,1999.990,0
+9005,Clarke's foot,length,9001,0.3047972654,1,"Assumes Clarke's 1865 ratio of 1 British foot = 0.3047972654 French legal metres applies to the international metre.   Used in older Australian, southern African & British West Indian mapping.",Australian Land Information Group  www.auslig.gov.au,OGP,2005/09/06,1997.233 1999.990 2000.050 2005.370 2005.460,0
+9014,fathom,length,9001,1.8288,1,= 6 feet.,,OGP,1995/06/02,,0
+9030,nautical mile,length,9001,1852,1,,,OGP,1996/10/18,1996.240,0
+9031,German legal metre,length,9001,1.0000135965,1,Used in Namibia.,"Chief Directorate Surveys and Land Information; Mowbray; South Africa",OGP,1997/06/16,,0
+9033,US survey chain,length,9001,792,39.37,Used in USA primarily for public lands cadastral work.,Bureau of Land Management technical bulletin 6 (1973) and Standard Field Tables 8th edition (1956).,OGP,2000/05/07,1999.990,0
+9034,US survey link,length,9001,7.92,39.37,Used in USA primarily for public lands cadastral work.,Bureau of Land Management technical bulletin 6 (1973) and Standard Field Tables 8th edition (1956).,OGP,2000/05/07,1999.990,0
+9035,US survey mile,length,9001,63360,39.37,Used in USA primarily for public lands cadastral work.,Bureau of Land Management technical bulletin 6 (1973) and Standard Field Tables 8th edition (1956).,OGP,2000/05/07,1999.990,0
+9036,kilometre,length,9001,1000,1,,ISO 1000.,OGP,1998/11/11,,0
+9037,Clarke's yard,length,9001,0.9143917962,1,"=3 Clarke's feet.  Assumes Clarke's 1865 ratio of 1 British foot = 0.3047972654 French legal metres applies to the international metre.   Used in older Australian, southern African & British West Indian mapping.",Australian Land Information Group  www.auslig.gov.au,OGP,2005/09/06,1997.233 1999.990 2005.370 2005.460,0
+9038,Clarke's chain,length,9001,20.1166195164,1,"=22 Clarke's yards.  Assumes Clarke's 1865 ratio of 1 British foot = 0.3047972654 French legal metres applies to the international metre.   Used in older Australian, southern African & British West Indian mapping.",Australian Land Information Group  www.auslig.gov.au,OGP,2005/09/06,1997.233 1999.990 2005.370 2005.460,0
+9039,Clarke's link,length,9001,0.201166195164,1,"=1/100 Clarke's chain. Assumes Clarke's 1865 ratio of 1 British foot = 0.3047972654 French legal metres applies to the international metre.   Used in older Australian, southern African & British West Indian mapping.",Australian Land Information Group  www.auslig.gov.au,OGP,2005/09/06,1997.233 1999.990 2005.370 2005.460,0
+9040,British yard (Sears 1922),length,9001,36,39.370147,Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre.  Used in East Malaysian and older New Zealand mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000/05/07,1997.233 1999.990,0
+9041,British foot (Sears 1922),length,9001,12,39.370147,Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre.  Used in East Malaysian and older New Zealand mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000/05/07,1997.233 1999.990,0
+9042,British chain (Sears 1922),length,9001,792,39.370147,Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre.  Used in East Malaysian and older New Zealand mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000/05/07,1997.233 1999.990,0
+9043,British link (Sears 1922),length,9001,7.92,39.370147,Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre.  Used in East Malaysian and older New Zealand mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000/05/07,1997.233 1999.990,0
+9050,British yard (Benoit 1895 A),length,9001,0.9143992,1,Uses Benoit's 1895 British yard-metre ratio as given by Clark as 0.9143992 metres per yard.  Used for deriving metric size of ellipsoid in Palestine.,"J.S.Clark; ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2006/03/21,1997.233 1999.990 2006.260,0
+9051,British foot (Benoit 1895 A),length,9001,0.9143992,3,Uses Benoit's 1895 British yard-metre ratio as given by Clark as 0.9143992 metres per yard.  Used for deriving metric size of ellipsoid in Palestine.,"J.S.Clark; ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2006/03/21,1997.233 1999.990 2006.260,0
+9052,British chain (Benoit 1895 A),length,9001,20.1167824,1,Uses Benoit's 1895 British yard-metre ratio as given by Clark as 0.9143992 metres per yard.  Used for deriving metric size of ellipsoid in Palestine.,"J.S.Clark; ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2006/03/21,1997.233 1999.990 2006.260,0
+9053,British link (Benoit 1895 A),length,9001,0.201167824,1,Uses Benoit's 1895 British yard-metre ratio as given by Clark as 0.9143992 metres per yard.  Used for deriving metric size of ellipsoid in Palestine.,"J.S.Clark; ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2006/03/21,1997.233 1999.990 2006.260,0
+9060,British yard (Benoit 1895 B),length,9001,36,39.370113,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.","G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000/05/07,1997.233 1999.990,0
+9061,British foot (Benoit 1895 B),length,9001,12,39.370113,Uses Benoit's 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre.  Used in West Malaysian mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000/05/07,1997.233 1999.990,0
+9062,British chain (Benoit 1895 B),length,9001,792,39.370113,Uses Benoit's 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre.  Used in West Malaysian mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000/05/07,1997.233 1999.990,0
+9063,British link (Benoit 1895 B),length,9001,7.92,39.370113,Uses Benoit's 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre.  Used in West Malaysian mapping.,"G. Bomford; ""Geodesy""; 3rd edition 1975",OGP,2000/05/07,1997.233 1999.990,0
+9070,British foot (1865),length,9001,0.9144025,3,Uses Clark's estimate of 1853-1865 British foot-metre ratio of 0.9144025 metres per yard.  Used in 1962 and 1975 estimates of Indian foot.,"J.S.Clark; ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000/05/07,1997.233 1999.990,0
+9080,Indian foot,length,9001,12,39.370142,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British yard (= 3 British feet) taken to be J.S.Clark's 1865 value of 0.9144025 metres.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",OGP,2000/05/07,1997.231 1999.990,0
+9081,Indian foot (1937),length,9001,0.30479841,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British foot taken to be 1895 Benoit value of 12/39.370113m.  Rounded to 8 decimal places as 0.30479841. Used from Bangladesh to Vietnam.  Previously used in India and Pakistan but superseded.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",OGP,2000/05/07,1997.231 1999.990,0
+9082,Indian foot (1962),length,9001,0.3047996,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British yard (3 feet) taken to be J.S. Clark's 1865 value of 0.9144025m. Rounded to 7 significant figures with a small error as 1 Ind ft=0.3047996m.  Used in Pakistan since metrication.,"G. Bomford; ""Geodesy""; 2nd edition 1962",OGP,2007/01/25,1997.231 1999.990 2007.011,0
+9083,Indian foot (1975),length,9001,0.3047995,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British yard (3 feet) taken to be J.S. Clark's 1865 value of 0.9144025m. Rounded to 7 significant figures as 1 Ind ft=0.3047995m.  Used in India since metrication.,"G. Bomford; ""Geodesy""; 3rd edition 1975",OGP,2007/01/25,1997.231 1999.990 2007.011,0
+9084,Indian yard,length,9001,36,39.370142,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British yard (= 3 British feet) taken to be J.S.Clark's 1865 value of 0.9144025 metres.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",OGP,2000/05/07,1997.231 1999.990,0
+9085,Indian yard (1937),length,9001,0.91439523,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British foot taken to be 1895 Benoit value of 12/39.370113m.  Rounded to 8 decimal places as 0.30479841. Used from Bangladesh to Vietnam.  Previously used in India and Pakistan but superseded.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",OGP,2000/05/07,1997.231 1999.990,0
+9086,Indian yard (1962),length,9001,0.9143988,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British yard (3 feet) taken to be J.S. Clark's 1865 value of 0.9144025m. Rounded to 7 significant figures with a small error as 1 Ind ft=0.3047996m.  Used in Pakistan since metrication.,"G. Bomford; ""Geodesy""; 2nd edition 1962",OGP,2007/01/25,1997.231 1999.990 2007.011,0
+9087,Indian yard (1975),length,9001,0.9143985,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British yard (3 feet) taken to be J.S. Clark's 1865 value of 0.9144025m. Rounded to 7 significant figures as 1 Ind ft=0.3047995m.  Used in India since metrication.,"G. Bomford; ""Geodesy""; 3rd edition 1975",OGP,2007/01/25,1997.231 1999.990 2007.011,0
+9093,Statute mile,length,9001,1609.344,1,=5280 feet,OGP,OGP,2000/03/07,,0
+9094,Gold Coast foot,length,9001,6378300,20926201,"Used in Ghana and some adjacent parts of British west Africa prior to metrication, except for the metrication of projection defining parameters when British foot (Sears 1922) used.",Ordnance Survey International,OGP,2001/01/21,2000.861,0
+9095,British foot (1936),length,9001,0.3048007491,1,For the 1936 retriangulation OSGB defines the relationship of 10 feet of 1796 to the International metre through the logarithmic relationship (10^0.48401603 exactly). 1 ft = 0.3048007491Â
m. Also used for metric conversions in Ireland.,"1. ""The Retriangulation of Great Britain"", Ordnance Survey of Great Britain.
+2. ""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,2006/11/27,2002.621 2006.932,0
+9096,yard,length,9001,0.9144,1,=3 international feet.,OGP,OGP,2006/07/14,,0
+9097,chain,length,9001,20.1168,1,=22 international yards or 66 international feet.,OGP,OGP,2006/07/14,,0
+9098,link,length,9001,20.1168,100,=1/100 international chain.,OGP,OGP,2006/07/14,,0
+9099,British yard (Sears 1922 truncated),length,9001,0.914398,1,Uses Sear's 1922 British yard-metre ratio (UoM code 9040) truncated to 6 significant figures.,Defence Geographic Centre,OGP,2006/10/23,2006.901,0
+9101,radian,angle,9101,1,1,SI standard unit.,ISO 1000:1992,OGP,1995/06/02,,0
+9102,degree,angle,9101,3.14159265358979,180,= pi/180 radians,,OGP,2002/11/18,1996.220 2002.860,0
+9103,arc-minute,angle,9101,3.14159265358979,10800,1/60th degree = ((pi/180) / 60) radians,,OGP,2002/11/18,1996.220 2002.860,0
+9104,arc-second,angle,9101,3.14159265358979,648000,1/60th arc-minute = ((pi/180) / 3600) radians,,OGP,2002/11/18,1996.220 2002.860,0
+9105,grad,angle,9101,3.14159265358979,200,=pi/200 radians.,,OGP,2002/11/18,1996.220 1999.050 2002.860,0
+9106,gon,angle,9101,3.14159265358979,200,=pi/200 radians,,OGP,2002/11/18,1996.220 2002.860,0
+9107,degree minute second,angle,9102,,,"Degree representation. Format: signed degrees (integer) - arc-minutes (integer) - arc-seconds (real, any precision). Different symbol sets are in use as field separators, for example º ' "". Convert to degrees using algorithm.",OGP,OGP,2002/11/22,1996.190 2002.070 2002.780,0
+9108,degree minute second hemisphere,angle,9102,,,"Degree representation. Format: degrees (integer) - arc-minutes (integer) - arc-seconds (real) - hemisphere abbreviation (single character N S E or W). Different symbol sets are in use as field separators for example º ' "". Convert to deg using algorithm.",OGP,OGP,2002/11/22,1996.190 2002.070 2002.780,0
+9109,microradian,angle,9101,1,1000000,rad * 10E-6,ISO 1000.,OGP,1996/10/18,1999.050,0
+9110,sexagesimal DMS,angle,9102,,,Pseudo unit. Format: signed degrees - period - minutes (2 digits) - integer seconds (2 digits) - fraction of seconds (any precision). Must include leading zero in minutes and seconds and exclude decimal point for seconds. Convert to degree using formula.,OGP,OGP,2008/03/26,2002.270 2002.780 2008.020,0
+9111,sexagesimal DM,angle,9102,,,Pseudo unit. Format: sign - degrees - decimal point - integer minutes (two digits) - fraction of minutes (any precision).  Must include leading zero in integer minutes.  Must exclude decimal point for minutes.  Convert to deg using algorithm.,OGP,OGP,2002/11/22,2002.070 2002.780,0
+9112,centesimal minute,angle,9101,3.14159265358979,20000,1/100 of a grad and gon = ((pi/200) / 100) radians,http://www.geodesy.matav.hu/,OGP,2005/09/06,1998.480 1999.510 2002.860 2005.460,0
+9113,centesimal second,angle,9101,3.14159265358979,2000000,"1/100 of a centesimal minute or 1/10,000th of a grad and gon = ((pi/200) / 10000) radians",http://www.geodesy.matav.hu/,OGP,2005/09/06,1999.510 2002.860 2005.460,0
+9114,mil_6400,angle,9101,3.14159265358979,3200,Angle subtended by 1/6400 part of a circle.  Approximates to 1/1000th radian.  Note that other approximations (notably 1/6300 circle and 1/6000 circle) also exist.,http://www.geodesy.matav.hu/,OGP,2005/09/06,1999.510 2005.460,0
+9115,degree minute,angle,9102,,,"Degree representation. Format: signed degrees (integer)  - arc-minutes (real, any precision). Different symbol sets are in use as field separators, for example º '. Convert to degrees using algorithm.",OGP,OGP,2002/11/22,2002.780,0
+9116,degree hemisphere,angle,9102,,,"Degree representation. Format: degrees (real, any precision) - hemisphere abbreviation (single character N S E or W). Convert to degrees using algorithm.",OGP,OGP,2002/11/22,,0
+9117,hemisphere degree,angle,9102,,,"Degree representation. Format: hemisphere abbreviation (single character N S E or W) - degrees (real, any precision). Convert to degrees using algorithm.",OGP,OGP,2002/11/22,,0
+9118,degree minute hemisphere,angle,9102,,,"Degree representation. Format: degrees (integer) - arc-minutes (real, any precision) - hemisphere abbreviation (single character N S E or W). Different symbol sets are in use as field separators, for example º '. Convert to degrees using algorithm.",OGP,OGP,2002/11/22,,0
+9119,hemisphere degree minute,angle,9102,,,"Degree representation. Format:  hemisphere abbreviation (single character N S E or W) - degrees (integer) - arc-minutes (real, any precision). Different symbol sets are in use as field separators, for example º '. Convert to degrees using algorithm.",OGP,OGP,2002/11/22,,0
+9120,hemisphere degree minute second,angle,9102,,,"Degree representation. Format: hemisphere abbreviation (single character N S E or W) - degrees (integer) - arc-minutes (integer) - arc-seconds (real). Different symbol sets are in use as field separators for example º ' "". Convert to deg using algorithm.",OGP,OGP,2002/11/22,,0
+9121,sexagesimal DMS.s,angle,9102,,,"Pseudo unit. Format: signed degrees - minutes (two digits) - seconds (real, any precision). Must include leading zero in minutes and seconds where value is under 10 and include decimal separator for seconds. Convert to degree using algorithm.",ISO 6709:1983.,OGP,2002/11/22,,0
+9122,degree (supplier to define representation),angle,9101,3.14159265358979,180,"= pi/180 radians. The degree representation (e.g. decimal, DMSH, etc.) must be clarified by suppliers of data associated with this code.",OGP,OGP,2004/01/05,,0
+9201,unity,scale,9201,1,1,,,OGP,1996/09/12,,0
+9202,parts per million,scale,9201,1,1000000,,,OGP,1996/09/12,,0
+9203,coefficient,scale,9201,1,1,Used when parameters are coefficients.  They inherently take the units which depend upon the term to which the coefficient applies.,OGP,OGP,2004/09/14,2004.530,0
+9204,Bin width 330 US survey feet,length,9001,3960,39.37,,OGP,OGP,2000/10/19,2000.590,0
+9205,Bin width 165 US survey feet,length,9001,1980,39.37,,OGP,OGP,2000/10/19,2000.590,0
+9206,Bin width 82.5 US survey feet,length,9001,990,39.37,,OGP,OGP,2000/10/19,2000.590,0
+9207,Bin width 37.5 metres,length,9001,37.5,1,,OGP,OGP,2000/10/19,2000.590,0
+9208,Bin width 25 metres,length,9001,25,1,,OGP,OGP,2000/10/19,2000.590,0
+9209,Bin width 12.5 metres,length,9001,12.5,1,,OGP,OGP,2000/10/19,2000.590,0
+9210,Bin width 6.25 metres,length,9001,6.25,1,,OGP,OGP,2000/10/19,2000.590,0
+9211,Bin width 3.125 metres,length,9001,3.125,1,,OGP,OGP,2000/10/19,2000.590,0
+9300,British foot (Sears 1922 truncated),length,9001,0.914398,3,"Uses Sear's 1922 British yard-metre ratio (UoM code 9040) truncated to 6 significant figures; this truncated ratio (0.914398, UoM code 9099) then converted to other imperial units. 3 ftSe(T) = 1 ydSe(T).",Defence Geographic Centre,OGP,2006/10/23,2006.901,0
+9301,British chain (Sears 1922 truncated),length,9001,20.116756,1,"Uses Sear's 1922 British yard-metre ratio (UoM code 9040) truncated to 6 significant figures; this truncated ratio (0.914398, UoM code 9099) then converted to other imperial units. 1 chSe(T) = 22 ydSe(T). Used in metrication of Malaya RSO grid.",Defence Geographic Centre,OGP,2006/10/23,2006.901,0
+9302,British link (Sears 1922 truncated),length,9001,20.116756,100,"Uses Sear's 1922 British yard-metre ratio (UoM code 9040) truncated to 6 significant figures; this truncated ratio (0.914398, UoM code 9099) then converted to other imperial units. 100 lkSe(T) = 1 chSe(T).",Defence Geographic Centre,OGP,2006/10/23,2006.901,0