diff options
| author | Even Rouault <even.rouault@spatialys.com> | 2020-05-24 20:02:47 +0200 |
|---|---|---|
| committer | Even Rouault <even.rouault@spatialys.com> | 2020-05-24 21:22:18 +0200 |
| commit | d03f15819bd74d1310116388d4365aa9b31ee1a1 (patch) | |
| tree | 0eb0469af5d19dc3a683d318d4c4a8c45a0f49f7 /data/sql/grid_transformation.sql | |
| parent | 4d9fa77bef599353d3809541cb7e6adb8ec12525 (diff) | |
| download | PROJ-d03f15819bd74d1310116388d4365aa9b31ee1a1.tar.gz PROJ-d03f15819bd74d1310116388d4365aa9b31ee1a1.zip | |
Database: update to EPSG v9.8.11
Diffstat (limited to 'data/sql/grid_transformation.sql')
| -rw-r--r-- | data/sql/grid_transformation.sql | 18 |
1 files changed, 10 insertions, 8 deletions
diff --git a/data/sql/grid_transformation.sql b/data/sql/grid_transformation.sql index d8e43276..83f9b90c 100644 --- a/data/sql/grid_transformation.sql +++ b/data/sql/grid_transformation.sql @@ -254,8 +254,8 @@ INSERT INTO "grid_transformation" VALUES('EPSG','8361','ETRS89 to ETRS89 + Balti INSERT INTO "grid_transformation" VALUES('EPSG','8362','ETRS89 to ETRS89 + EVRF2007 height (1)','Uses ETRS89 (realization ETRF2000) and quasigeoid model DMQSK2014E. 1 sigma = 29 mm (test performed on 93 independent points). Uses method 9635 rather than method 9665 to facilitate Baltic 1957 to EVRF2007 transformation (see transformation code 8363).','Geodetic survey, GIS','EPSG','9635','Geog3D to Geog2D+GravityRelatedHeight (US .gtx)','EPSG','4937','EPSG','7423','EPSG','1211',0.03,'EPSG','8666','Geoid (height correction) model file','Slovakia_ETRS89h_to_EVRF2007.gtx',NULL,NULL,NULL,NULL,NULL,NULL,'UGKK-Svk',0); INSERT INTO "grid_transformation" VALUES('EPSG','8364','S-JTSK [JTSK03] to S-JTSK (1)','Derived at 684 identical points.','Applications to 5cm accuracy.','EPSG','9613','NADCON','EPSG','8351','EPSG','4156','EPSG','1211',0.05,'EPSG','8657','Latitude difference file','Slovakia_JTSK03_to_JTSK.LAS','EPSG','8658','Longitude difference file','Slovakia_JTSK03_to_JTSK.LOS',NULL,NULL,'UGKK-Svk',0); INSERT INTO "grid_transformation" VALUES('EPSG','8369','BD72 to ETRS89 (3)','File name is lower case and despite its name is between geographic CRSs. (Similarly-named file in upper case BD72LB72_ETRS89LB08 operates in projected CRS domain).','For applications to an accuracy of 0.01 metre.','EPSG','9615','NTv2','EPSG','4313','EPSG','4258','EPSG','1347',0.01,'EPSG','8656','Latitude and longitude difference file','bd72lb72_etrs89lb08.gsb',NULL,NULL,NULL,NULL,NULL,NULL,'IGN-Bel 0.01m',0); -INSERT INTO "grid_transformation" VALUES('EPSG','8371','RGF93 to NGF IGN69 height (2)','Replaces RGF93 to NGF IGN69 height (1) (code 10000). Accuracy at each 0.0333333333333° in longitude and 0.025° in latitude grid node is given within the geoid model file. Recommended interpolation method given in file RAF09.xml.','Derivation of gravity-related heights from GPS observations.','EPSG','1073','Geographic3D to GravityRelatedHeight (IGN2009)','EPSG','4965','EPSG','5720','EPSG','1326',0.02,'EPSG','8666','Geoid (height correction) model file','RAF09.mnt',NULL,NULL,NULL,NULL,NULL,NULL,'IGN Fra 09',0); -INSERT INTO "grid_transformation" VALUES('EPSG','8372','RGF93 to IGN78 Corsica height (2)','Replaces RGF93 to NGF IGN69 height (1) (code 10002). Accuracy at each 0.0333333333333° in longitude and 0.025° in latitude grid node is given within the geoid model file. Recommended interpolation method given in file RAC09.xml.','Derivation of gravity-related heights from GPS observations.','EPSG','1073','Geographic3D to GravityRelatedHeight (IGN2009)','EPSG','4965','EPSG','5721','EPSG','1327',0.05,'EPSG','8666','Geoid (height correction) model file','RAC09.mnt',NULL,NULL,NULL,NULL,NULL,NULL,'IGN Fra Cor 09',0); +INSERT INTO "grid_transformation" VALUES('EPSG','8371','RGF93 to NGF-IGN69 height (2)','Replaces RGF93 to NGF-IGN69 height (1) (code 10000). Accuracy at each 0.0333333333333° in longitude and 0.025° in latitude grid node is given within the geoid model file. Recommended interpolation method given in file RAF09.xml.','Derivation of gravity-related heights from GPS observations.','EPSG','1073','Geographic3D to GravityRelatedHeight (IGN2009)','EPSG','4965','EPSG','5720','EPSG','1326',0.02,'EPSG','8666','Geoid (height correction) model file','RAF09.mnt',NULL,NULL,NULL,NULL,NULL,NULL,'IGN Fra 09',0); +INSERT INTO "grid_transformation" VALUES('EPSG','8372','RGF93 to NGF-IGN78 height (2)','Replaces RGF93 to NGF-IGN78 height (1) (code 10002). Accuracy at each 0.0333333333333° in longitude and 0.025° in latitude grid node is given within the geoid model file. Recommended interpolation method given in file RAC09.xml.','Derivation of gravity-related heights from GPS observations.','EPSG','1073','Geographic3D to GravityRelatedHeight (IGN2009)','EPSG','4965','EPSG','5721','EPSG','1327',0.05,'EPSG','8666','Geoid (height correction) model file','RAC09.mnt',NULL,NULL,NULL,NULL,NULL,NULL,'IGN Fra Cor 09',0); INSERT INTO "grid_transformation" VALUES('EPSG','8444','GDA94 to GDA2020 (4)','See GDA94 to GDA2020 (1) (code 8048) for transformation using Helmert method which gives identical results.','Spatial referencing.','EPSG','9615','NTv2','EPSG','4283','EPSG','7844','EPSG','4169',0.05,'EPSG','8656','Latitude and longitude difference file','GDA94_GDA2020_conformal_christmas_island.gsb',NULL,NULL,NULL,NULL,NULL,NULL,'ICSM-Cxr Conf',0); INSERT INTO "grid_transformation" VALUES('EPSG','8445','GDA94 to GDA2020 (5)','See GDA94 to GDA2020 (1) (code 8048) for transformation using Helmert method which gives identical results.','Spatial referencing.','EPSG','9615','NTv2','EPSG','4283','EPSG','7844','EPSG','1069',0.05,'EPSG','8656','Latitude and longitude difference file','GDA94_GDA2020_conformal_cocos_island.gsb',NULL,NULL,NULL,NULL,NULL,NULL,'ICSM-Cck Conf',0); INSERT INTO "grid_transformation" VALUES('EPSG','8446','GDA94 to GDA2020 (3)','Gives identical results to Helmert transformation GDA94 to GDA2020 (1) (code 8048). See GDA94 to GDA2020 (2) (code 8447) for alternative with local distortion modelling included. GDA2020 Technical Manual and fact sheet T1 give guidance on which to use.','Conformal transformation of GDA94 coordinates that have been derived through GNSS CORS.','EPSG','9615','NTv2','EPSG','4283','EPSG','7844','EPSG','2575',0.05,'EPSG','8656','Latitude and longitude difference file','GDA94_GDA2020_conformal.gsb',NULL,NULL,NULL,NULL,NULL,NULL,'ICSM-Aus NTv2 Conf',0); @@ -275,7 +275,7 @@ INSERT INTO "grid_transformation" VALUES('EPSG','8665','Guam 1963 to NAD83(HARN) INSERT INTO "grid_transformation" VALUES('EPSG','8668','Puerto Rico to NAD83 (2)','Uses NADCON5 method which expects longitudes positive east in range 0-360°; EPSG source and target CRSs have longitudes positive east in range -180° to +180°.','Spatial referencing.','EPSG','1074','NADCON5 (2D)','EPSG','4139','EPSG','4269','EPSG','3634',0.15,'EPSG','8657','Latitude difference file','nadcon5.pr40.nad83_1986.prvi.lat.trn.20160901.b','EPSG','8658','Longitude difference file','nadcon5.pr40.nad83_1986.prvi.lon.trn.20160901.b',NULL,NULL,'NGS-Pri Vir Nadcon5',0); INSERT INTO "grid_transformation" VALUES('EPSG','8669','NAD83 to NAD83(HARN) (50)','Uses NADCON5 method which expects longitudes positive east in range 0-360°; EPSG source and target CRSs have longitudes positive east in range -180° to +180°.','Spatial referencing.','EPSG','1074','NADCON5 (2D)','EPSG','4269','EPSG','4152','EPSG','3634',0.15,'EPSG','8657','Latitude difference file','nadcon5.nad83_1986.nad83_1993.prvi.lat.trn.20160901.b','EPSG','8658','Longitude difference file','nadcon5.nad83_1986.nad83_1993.prvi.lon.trn.20160901.b',NULL,NULL,'NGS-Pri Vir Nadcon5',0); INSERT INTO "grid_transformation" VALUES('EPSG','8676','Canada velocity grid v6','','Change of coordinate epoch for points referenced to NAD83(CSRS)v6.','EPSG','1070','Point motion by grid (Canada NTv2_Vel)','EPSG','8251','EPSG','8251','EPSG','1061',0.01,'EPSG','1050','Point motion velocity grid file','cvg60.cvb',NULL,NULL,NULL,NULL,NULL,NULL,'NRC-Can cvg6.0',0); -INSERT INTO "grid_transformation" VALUES('EPSG','8885','RGF93 to NGF IGN69 height (3)','Replaces RGF93 to NGF IGN69 height (2) (code 8371). Accuracy at each 0.0333333333333° in longitude and 0.025° in latitude grid node is given within the geoid model file. Recommended interpolation method is bilinear.','Derivation of gravity-related heights from GPS observations.','EPSG','1073','Geographic3D to GravityRelatedHeight (IGN2009)','EPSG','4965','EPSG','5720','EPSG','1326',0.01,'EPSG','8666','Geoid (height correction) model file','RAF18.tac',NULL,NULL,NULL,NULL,NULL,NULL,'IGN Fra 18',0); +INSERT INTO "grid_transformation" VALUES('EPSG','8885','RGF93 to NGF-IGN69 height (3)','Replaces RGF93 to NGF-IGN69 height (2) (code 8371). Accuracy at each 0.0333333333333° in longitude and 0.025° in latitude grid node is given within the geoid model file. Recommended interpolation method is bilinear.','Derivation of gravity-related heights from GPS observations.','EPSG','1073','Geographic3D to GravityRelatedHeight (IGN2009)','EPSG','4965','EPSG','5720','EPSG','1326',0.01,'EPSG','8666','Geoid (height correction) model file','RAF18.tac',NULL,NULL,NULL,NULL,NULL,NULL,'IGN Fra 18',0); INSERT INTO "grid_transformation" VALUES('EPSG','9105','ATS77 to NAD83 (1)','','Spatial referencing.','EPSG','9615','NTv2','EPSG','4122','EPSG','4269','EPSG','2313',0.5,'EPSG','8656','Latitude and longitude difference file','GS7783.GSB',NULL,NULL,NULL,NULL,NULL,NULL,'NSGC-Can NS',0); INSERT INTO "grid_transformation" VALUES('EPSG','9106','ATS77 to NAD83(CSRS)v6 (4)','Derived through NAD83(CSRS)v6. Replaces ATS77 to NAD83(CSRS)v3 (3) (transformation code 9235).','Spatial referencing.','EPSG','9615','NTv2','EPSG','4122','EPSG','8252','EPSG','2313',0.06,'EPSG','8656','Latitude and longitude difference file','NS778302.gsb',NULL,NULL,NULL,NULL,NULL,NULL,'NSGC-Can NS v2',0); INSERT INTO "grid_transformation" VALUES('EPSG','9107','NAD27 to NAD83(CSRS)v3 (5)','Derived through NAD83(CSRS)v3 but within accuracy of transformation may be assumed to apply to any version. For Toronto use NAD27 to NAD83(CSRS) (6) (CT code 9108).','Spatial referencing.','EPSG','9615','NTv2','EPSG','4267','EPSG','8240','EPSG','4537',1.5,'EPSG','8656','Latitude and longitude difference file','ON27CSv1.GSB',NULL,NULL,NULL,NULL,NULL,NULL,'LIO-Can Ont ex Tor',0); @@ -345,7 +345,7 @@ INSERT INTO "grid_transformation" VALUES('EPSG','9256','POSGAR 2007 to SRVN16 he INSERT INTO "grid_transformation" VALUES('EPSG','9275','GHA height to EVRF2000 Austria height (1)','Care! Austrian literature describes this transformation in direction EVRF2000 Austria height to GHA height with offset subtracted. EPSG method has offset as an addition. See method formula and example. The grid is implemented in BEV-Transformator.','Change of height to a different vertical reference surface.','EPSG','1080','Vertical Offset by Grid Interpolation (BEV AT)','EPSG','5778','EPSG','9274','EPSG','1037',0.05,'EPSG','8732','Vertical offset file','GV_HoehenGrid_V1.csv',NULL,NULL,NULL,NULL,'EPSG','4312','BEV-Aut',0); INSERT INTO "grid_transformation" VALUES('EPSG','9276','ETRS89 to EVRF2000 Austria height (1)','Austrian Geoid 2008. Accuracy 5cm (1 sigma). The transformation is implemented in BEV-Transformator.','Derivation of gravity-related heights from GNSS observations.','EPSG','1081','Geographic3D to GravityRelatedHeight (BEV AT)','EPSG','4937','EPSG','9274','EPSG','1037',0.05,'EPSG','8666','Geoid (height correction) model file','GEOID_GRS80_Oesterreich.csv',NULL,NULL,NULL,NULL,'EPSG','4167','BEV-Aut',0); INSERT INTO "grid_transformation" VALUES('EPSG','9277','MGI to EVRF2000 Austria height (1)','Austrian Geoid 2008 (Bessel ellipsoid). Accuracy 5cm (1 sigma). The transformation is implemented in BEV-Transformator.','Derivation of gravity-related heights from GNSS observations.','EPSG','1081','Geographic3D to GravityRelatedHeight (BEV AT)','EPSG','9267','EPSG','9274','EPSG','1037',0.05,'EPSG','8666','Geoid (height correction) model file','GEOID_BESSEL_Oesterreich.csv',NULL,NULL,NULL,NULL,'EPSG','4312','BEV-Aut',0); -INSERT INTO "grid_transformation" VALUES('EPSG','9278','ETRS89 to GHA Austria height (1)','This transformation gives same result as concatenation of ETRS89 to EVRF2000 Austria height and EVRF2000 Austria height to GHA height transformations, CTs code 9276 and 9275. Accuracy 5cm (1 sigma). The transformation is implemented in BEV-Transformator.','Derivation of gravity-related heights from GNSS observations.','EPSG','1081','Geographic3D to GravityRelatedHeight (BEV AT)','EPSG','4937','EPSG','5778','EPSG','1037',0.05,'EPSG','8666','Geoid (height correction) model file','GV_Hoehengrid_plus_Geoid_V3.csv',NULL,NULL,NULL,NULL,NULL,NULL,'BEV-Aut',0); +INSERT INTO "grid_transformation" VALUES('EPSG','9278','ETRS89 to GHA height (1)','This transformation gives same result as concatenation of ETRS89 to EVRF2000 Austria height and EVRF2000 Austria height to GHA height transformations, CTs code 9276 and 9275. Accuracy 5cm (1 sigma). The transformation is implemented in BEV-Transformator.','Derivation of gravity-related heights from GNSS observations.','EPSG','1081','Geographic3D to GravityRelatedHeight (BEV AT)','EPSG','4937','EPSG','5778','EPSG','1037',0.05,'EPSG','8666','Geoid (height correction) model file','GV_Hoehengrid_plus_Geoid_V3.csv',NULL,NULL,NULL,NULL,NULL,NULL,'BEV-Aut',0); INSERT INTO "grid_transformation" VALUES('EPSG','9280','ITRF2005 to SA LLD height (1)','Hybrid geoid referenced to ITRF2005@2010.02. Accuracy 7cm at 1 sigma.','Derivation of gravity-related heights from GNSS observations.','EPSG','1082','Geographic3D to GravityRelatedHeight (SA 2010)','EPSG','7910','EPSG','9279','EPSG','3309',0.07,'EPSG','8666','Geoid (height correction) model file','SAGEOID2010.dat',NULL,NULL,NULL,NULL,NULL,NULL,'NGI-Zaf',0); INSERT INTO "grid_transformation" VALUES('EPSG','9282','Amersfoort to ETRS89 (9)','Consistent to within 1mm with official RNAPTRANS(TM)2018 at ground level onshore and at MSL offshore. The horizontal deviation using this NTv2 grid is approximately 1mm per 50m height difference from ground level or MSL.','Approximation of horizontal component of official 3D RDNAPTRANS(TM) transformation, which since 1st October 2000 has defined Amersfoort geodetic datum.','EPSG','9615','NTv2','EPSG','4289','EPSG','4258','EPSG','1275',0.001,'EPSG','8656','Latitude and longitude difference file','rdtrans2018.gsb',NULL,NULL,NULL,NULL,NULL,NULL,'NSGI-Nld 2018',0); INSERT INTO "grid_transformation" VALUES('EPSG','9283','ETRS89 to NAP height (2)','Vertical component of official RDNAPTRANS(TM)2018 procedure. Replaces previous versions of RDNAPTRANS.','Derivation of gravity-related heights from GPS observations.','EPSG','9665','Geographic3D to GravityRelatedHeight (gtx)','EPSG','4937','EPSG','5709','EPSG','1275',0.001,'EPSG','8666','Geoid (height correction) model file','nlgeo2018.gtx',NULL,NULL,NULL,NULL,NULL,NULL,'NSGI-Nld 2018',0); @@ -370,10 +370,12 @@ INSERT INTO "grid_transformation" VALUES('EPSG','9328','NEA74 Noumea to RGNC91-9 INSERT INTO "grid_transformation" VALUES('EPSG','9329','IGN72 Grande Terre to RGNC91-93 (4)','Developed in July 2002 and officially adopted in August 2005. May be emulated using NTv2 method - see RGNC91-93 to IGN72 Grande Terre (6) (code 15962).','Accuracy better than +/- 0.1 metre.','EPSG','1087','Geocentric translation by Grid Interpolation (IGN)','EPSG','4662','EPSG','4749','EPSG','2822',0.1,'EPSG','8727','Geocentric translation file','gr3dnc01b.mnt',NULL,NULL,NULL,NULL,'EPSG','4749','BGN-Ncl 0.1m',0); INSERT INTO "grid_transformation" VALUES('EPSG','9330','IGN72 Grande Terre to RGNC91-93 (5)','Developed in July 2002 and officially adopted in August 2005.','Accuracy 5-10cm.','EPSG','1087','Geocentric translation by Grid Interpolation (IGN)','EPSG','4662','EPSG','4749','EPSG','2823',0.05,'EPSG','8727','Geocentric translation file','gr3dnc02b.mnt',NULL,NULL,NULL,NULL,'EPSG','4749','BGN-Ncl Noum 0.05m',0); INSERT INTO "grid_transformation" VALUES('EPSG','9338','DHDN to ETRS89 (9)','Official transformation for the state of Baden-Württemberg. Used in ATKIS (Amtliches Topographisch-Kartographisches Informationssystem [Official Topographic and Cartographic Information System]).','Cadastre, engineering survey, topographic mapping (large scale).','EPSG','9615','NTv2','EPSG','4314','EPSG','4258','EPSG','4580',0.1,'EPSG','8656','Latitude and longitude difference file','BWTA2017.gsb',NULL,NULL,NULL,NULL,NULL,NULL,'LGL-Deu BWTA2017',0); -INSERT INTO "grid_transformation" VALUES('EPSG','10000','RGF93 to NGF IGN69 height (1)','May be used for transformations from WGS 84 to NGF IGN69. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.','Derivation of gravity-related heights from GPS observations.','EPSG','9664','Geographic3D to GravityRelatedHeight (IGN1997)','EPSG','4965','EPSG','5720','EPSG','1326',0.5,'EPSG','8666','Geoid (height correction) model file','ggf97a.txt',NULL,NULL,NULL,NULL,NULL,NULL,'IGN Fra',0); -INSERT INTO "grid_transformation" VALUES('EPSG','10001','ETRS89 to NGF IGN69 height (1)','Parameter values taken from RGF93 to NGF IGN69 (1) (code 10000) assuming that RGF93 is equivalent to ETRS89 within the accuracy of the transformation. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.','Derivation of gravity-related heights from GPS observations.','EPSG','9664','Geographic3D to GravityRelatedHeight (IGN1997)','EPSG','4937','EPSG','5720','EPSG','1326',0.5,'EPSG','8666','Geoid (height correction) model file','ggf97a.txt',NULL,NULL,NULL,NULL,NULL,NULL,'IGN Fra',0); -INSERT INTO "grid_transformation" VALUES('EPSG','10002','RGF93 to IGN78 Corsica height (1)','May be used for transformations from WGS 84 to IGN78 Corsica. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.','Derivation of gravity-related heights from GPS observations.','EPSG','9664','Geographic3D to GravityRelatedHeight (IGN1997)','EPSG','4965','EPSG','5721','EPSG','1327',0.5,'EPSG','8666','Geoid (height correction) model file','ggf97a_corse.txt',NULL,NULL,NULL,NULL,NULL,NULL,'IGN Fra Cor',0); -INSERT INTO "grid_transformation" VALUES('EPSG','10003','ETRS89 to IGN78 Corsica height (1)','Parameter values taken from RGF93 to IGN78 Corsica (1) (code 10002) assuming that RGF93 is equivalent to ETRS89 within the accuracy of the transformation. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.','Derivation of gravity-related heights from GPS observations.','EPSG','9664','Geographic3D to GravityRelatedHeight (IGN1997)','EPSG','4937','EPSG','5721','EPSG','1327',0.5,'EPSG','8666','Geoid (height correction) model file','ggf97a_corse.txt',NULL,NULL,NULL,NULL,NULL,NULL,'IGN Fra Cor',0); +INSERT INTO "grid_transformation" VALUES('EPSG','9352','RGNC91-93 to NGNC08 height (1)','Geoid model RANC08 realizes NGNC08 height (CRS code 9351) to a precision of 2-5cm.','Derivation of gravity-related heights from GNSS observations.','EPSG','1073','Geographic3D to GravityRelatedHeight (IGN2009)','EPSG','4907','EPSG','9351','EPSG','3430',0.03,'EPSG','8666','Geoid (height correction) model file','Ranc08_Circe.mnt',NULL,NULL,NULL,NULL,NULL,NULL,'BGN-Ncl RANC08',0); +INSERT INTO "grid_transformation" VALUES('EPSG','9365','ETRS89 to TPEN11-IRF (1)','In conjunction with the TPEN11-TM map projection (code 9366) applied to TPEN11-IRF (code 9364), emulates the TPEN11 Snake and TPEN11ext Snake projections. Applied to ETRS89 (as realized through the OSNet v2009 CORS) defines TPEN11-IRF hence is errorless.','Engineering survey and topographic mapping for railway applications.','EPSG','9615','NTv2','EPSG','4258','EPSG','9364','EPSG','4583',0.0,'EPSG','8656','Latitude and longitude difference file','TN15-ETRS89-to-TPEN11-IRF.gsb',NULL,NULL,NULL,NULL,NULL,NULL,'NR-Gbr TPEN11 OSNet2009',0); +INSERT INTO "grid_transformation" VALUES('EPSG','10000','RGF93 to NGF-IGN69 height (1)','May be used for transformations from WGS 84 to NGF-IGN69. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.','Derivation of gravity-related heights from GPS observations.','EPSG','9664','Geographic3D to GravityRelatedHeight (IGN1997)','EPSG','4965','EPSG','5720','EPSG','1326',0.5,'EPSG','8666','Geoid (height correction) model file','ggf97a.txt',NULL,NULL,NULL,NULL,NULL,NULL,'IGN Fra',0); +INSERT INTO "grid_transformation" VALUES('EPSG','10001','ETRS89 to NGF-IGN69 height (1)','Parameter values taken from RGF93 to NGF-IGN69 (1) (code 10000) assuming that RGF93 is equivalent to ETRS89 within the accuracy of the transformation. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.','Derivation of gravity-related heights from GPS observations.','EPSG','9664','Geographic3D to GravityRelatedHeight (IGN1997)','EPSG','4937','EPSG','5720','EPSG','1326',0.5,'EPSG','8666','Geoid (height correction) model file','ggf97a.txt',NULL,NULL,NULL,NULL,NULL,NULL,'IGN Fra',0); +INSERT INTO "grid_transformation" VALUES('EPSG','10002','RGF93 to NGF-IGN78 height (1)','May be used for transformations from WGS 84 to NGF-IGN78. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.','Derivation of gravity-related heights from GPS observations.','EPSG','9664','Geographic3D to GravityRelatedHeight (IGN1997)','EPSG','4965','EPSG','5721','EPSG','1327',0.5,'EPSG','8666','Geoid (height correction) model file','ggf97a_corse.txt',NULL,NULL,NULL,NULL,NULL,NULL,'IGN Fra Cor',0); +INSERT INTO "grid_transformation" VALUES('EPSG','10003','ETRS89 to NGF-IGN78 height (1)','Parameter values taken from RGF93 to NGF-IGN78 (1) (code 10002) assuming that RGF93 is equivalent to ETRS89 within the accuracy of the transformation. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.','Derivation of gravity-related heights from GPS observations.','EPSG','9664','Geographic3D to GravityRelatedHeight (IGN1997)','EPSG','4937','EPSG','5721','EPSG','1327',0.5,'EPSG','8666','Geoid (height correction) model file','ggf97a_corse.txt',NULL,NULL,NULL,NULL,NULL,NULL,'IGN Fra Cor',0); INSERT INTO "grid_transformation" VALUES('EPSG','10004','RRAF 1991 to Martinique 1987 height (1)','May be used for transformations from WGS 84 to IGN 1987. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.','Derivation of gravity-related heights from GPS observations.','EPSG','9664','Geographic3D to GravityRelatedHeight (IGN1997)','EPSG','4973','EPSG','5756','EPSG','1156',998.0,'EPSG','8666','Geoid (height correction) model file','ggm00.txt',NULL,NULL,NULL,NULL,NULL,NULL,'IGN Mtq',1); INSERT INTO "grid_transformation" VALUES('EPSG','10005','RRAF 1991 to Guadeloupe 1988 height (1)','May be used for transformations from WGS 84 to IGN 1988. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.','Derivation of gravity-related heights from GPS observations. Accuracy 0.2m within onshore areas.','EPSG','9664','Geographic3D to GravityRelatedHeight (IGN1997)','EPSG','4973','EPSG','5757','EPSG','2892',0.2,'EPSG','8666','Geoid (height correction) model file','ggg00.txt',NULL,NULL,NULL,NULL,NULL,NULL,'IGN Glp GT',1); INSERT INTO "grid_transformation" VALUES('EPSG','10006','RRAF 1991 to Guadeloupe 1988 height (2)','May be used for transformations from WGS 84 to IGN 1988. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.','Derivation of gravity-related heights from GPS observations.','EPSG','9664','Geographic3D to GravityRelatedHeight (IGN1997)','EPSG','4973','EPSG','5757','EPSG','2894',998.0,'EPSG','8666','Geoid (height correction) model file','ggg00_mg.txt',NULL,NULL,NULL,NULL,NULL,NULL,'IGN Glp MG',1); |
