[PROJ] [EXTERNAL] Re: Proj 6 API questions

[Kristian Evers]

This approach assumes that a sufficiently accurate transformation between the legacy CRS
and the modern CRS exists. That cannot be guaranteed and it most cases I would argue
that such a transformation comes with a fair amount of uncertainty. Not doing a datum shift
and simply working within the original datum avoids the introduction of errors and ensures
consistency with the coordinates as they were originally measured.

I am most familiar with Danish systems and for those I would not be comfortable adding a datum
shift into the mix. The transformations are simply not accurate enough across the entirety of the
country (near control points everything is good, between them... who knows?).

/Kristian

-----Oprindelig meddelelse-----
Fra: Lesparre, Jochem <Jochem.Lesparre at kadaster.nl> 
Sendt: 27. marts 2019 11:54
Til: Kristian Evers <kreve at sdfe.dk>; Nyall Dawson <nyall.dawson at gmail.com>; Even Rouault <even.rouault at spatialys.com>
Cc: PROJ <proj at lists.osgeo.org>
Emne: RE: [PROJ] [EXTERNAL] Re: Proj 6 API questions

Kristian is right that just using a modern ellipsoid for distances/areas in an old but still used national CRS would give errors.
However, I think computing distances/areas using the old ellipsoid of that CRS is also not correct for most users. Therefore, I suggest:

1. Back-project the projected coordinates to geodetic coordinates using the Ellipsoid parameters of the CRS datum.
2. Perform datum transformation to the most recent realisation of the currently accepted scientific CRS of that planet (currently ITRF2014 for Earth) with its ellipsoid (currently GRS80 for Earth).
3. Perform geodesic calculations using this ellipsoid parameters of this CRS datum.

Kind regards, Jochem



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