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#1823)
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and networking enabled
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Populated from realization_epoch column from EPSG
The 'publication_date' naming is from OGC Topic 2, and hasn't been yet adopted
by the EPSG dataset.
See http://docs.opengeospatial.org/as/18-005r4/18-005r4.html , Annex G, clause 11
and https://32zn56499nov99m251h4e9t8-wpengine.netdna-ssl.com/wp-content/uploads/2019/09/EPSG-relational-data-model-changes_2019-09-18.pdf
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Height Depth Reversal and use it in createOperations()
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arbitrary number of steps (fixes #1632)
EPSG:9103 (NAD27 to ITRF2014 (1)) is now handled.
Note:EPSG:9104 (NAD27 to ITRF2014 (2)) is not currently, since it uses
for step EPSG:8861 (NAD83(HARN) to NAD83(FBN) (1))
an unsupported transformation method (NADCON5 (3D), EPSG:1075).
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- C API: PJ_GUESSED_WKT2_2019 is added, PJ_GUESSED_WKT2_2018 aliased to it
- C API: PJ_WKT2_2019[_SIMPLIFIED] is added, PJ_WKT2_2018[_SIMPLIFIED] alias to it
- C++ API: similarly for WKTFormatter::Convention::WKT2_2019[_SIMPLIFIED]
Those above changes should be fully backward API and ABI compatible.
projinfo changes:
- accept WKT2_2019 as value for -o switch. WKT2_2018 is still accepted (undocumented)
- output now uses 'WKT2_2019 string:', so might break scripts that would rely on that.
Other internal code references to WKT2_2018 changes to WKT2_2019, included
in tests.
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database (fixes #1565)
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- Import scope and remarks for coordinate operations of the EPSG dataset.
Database size goes from 5.2 MB to 5.55 MB
- Add proj_get_scope() and proj_get_remarks()
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doing geog2D<-->geog3D conversions of same datum
Seen when testing transformations between "CR 05" (EPSG:5365) and "CR-SIRGAS" (EPSG:8907)
which require going through their corresponding 3D GeogCRS to find a Helmert
transformation.
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even if there is one on upper node
This is a particular logic allowed by paragraph 7.3.3 Identifier
of OGC 18-010r6
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swap/unitconvert to avoid useless simplification rules
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rouault/intermediate_crs_use_only_if_no_direct_transformation
Modify the default strategy of researching intermediate CRS to do it only if there is no direct transformation
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cases on non-x86 arch (fixes #1275)
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there is no direct transformation
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the push/pop v_3 operator to preserve the Z component
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This method is intended to be used typically by GUI that lists all possible CRS.
What is does could be done by previously existing functions, but it is much faster.
It typically runs in less than 0.1s (hot run) versus ~0.5s with the method that
consists in enumerating all codes and instanciating a PJ object for each of them.
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Coordinate operation computation with boundcrs / wktext: drop useless early bindins terms in generated pipeline (fixes #1232)
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CRS objects (refs #1214)
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As discussed in https://github.com/OSGeo/proj.4/issues/1214#issuecomment-452084720,
the introduction of a new PROJ.5 format to export CRS using pipeline/unitconvert/axisswap
as an attempt of improving the PROJ.4 format used by GDAL and other products is
likely a dead-end since it is still lossy in many aspects and can cause confusion
with coodinate operations.
Consequently the PROJ_5 convention will be identical to PROJ_4 for CRS export.
Note: on the import side, I've kept the code that could parse unitconvert and
axisswap when building a CRS definition from a pipeline. It is there as a hidden
feature as it was kind of a tear to remove that code in case it might still be
useful...
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operations when neededs (fixes #1197)
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transformations
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when possible
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the data/epsg and data/IGNF files
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This work mostly consists of:
- a C++ implementation of the ISO-19111:2018 / OGC Topic 2
"Referencing by coordinates" classes to represent Datums,
Coordinate systems, CRSs (Coordinate Reference Systems) and
Coordinate Operations.
- methods to convert between this C++ modeling and WKT1, WKT2
and PROJ string representations of those objects
- management and query of a SQLite3 database of CRS and Coordinate Operation definition
- a C API binding part of those capabilities
This is all-in-one squashed commit of the work of
https://github.com/OSGeo/proj.4/pull/1040
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