Geodetic CRS: Saba
Datum: Saba
Ellipsoid: International 1924
Prime meridian: Greenwich
Data source: EPSG
Information source: NSGI: Netherlands Partnership of Kadaster, Rijkswaterstaat and Hydrographic Service, http://www.nsgi.nl/
Revision date: 2025-02-19
Scope: Engineering survey, topographic mapping.
Remarks: For the reverse transformation from BES2020 Saba to Saba, method 1140 [used here] is reversible using the same parameter values with the reverse formulas (see GN7-2). However, the official BESTRANS document applies the same formulas for both the forward and reverse transformations, but uses different parameter values for the reverse transformation.
Method: Coordinate Frame rotation full matrix (geog3D)
Area of use: Bonaire, Sint Eustatius and Saba (BES Islands or Caribbean Netherlands) - Saba - onshore.
Description: (0,)
Definition: OGC Well Known Text 2 (2019)
COORDINATEOPERATION["Saba to BES2020 Saba (1)", VERSION["NSGI-Bes Saba 2020"], SOURCECRS[ GEOGCRS["Saba", DATUM["Saba", ELLIPSOID["International 1924",6378388,297, LENGTHUNIT["metre",1]]], PRIMEM["Greenwich",0, ANGLEUNIT["degree",0.0174532925199433]], CS[ellipsoidal,3], AXIS["geodetic latitude (Lat)",north, ORDER[1], ANGLEUNIT["degree",0.0174532925199433]], AXIS["geodetic longitude (Lon)",east, ORDER[2], ANGLEUNIT["degree",0.0174532925199433]], AXIS["ellipsoidal height (h)",up, ORDER[3], LENGTHUNIT["metre",1]], ID["EPSG",10635]]], TARGETCRS[ GEOGCRS["BES2020 Saba", DATUM["BES2020 Saba", ELLIPSOID["GRS 1980",6378137,298.257222101, LENGTHUNIT["metre",1]]], PRIMEM["Greenwich",0, ANGLEUNIT["degree",0.0174532925199433]], CS[ellipsoidal,3], AXIS["geodetic latitude (Lat)",north, ORDER[1], ANGLEUNIT["degree",0.0174532925199433]], AXIS["geodetic longitude (Lon)",east, ORDER[2], ANGLEUNIT["degree",0.0174532925199433]], AXIS["ellipsoidal height (h)",up, ORDER[3], LENGTHUNIT["metre",1]], ID["EPSG",10638]]], METHOD["Coordinate Frame rotation full matrix (geog3D)", ID["EPSG",1140]], PARAMETER["X-axis translation",1138.7432, LENGTHUNIT["metre",1], ID["EPSG",8605]], PARAMETER["Y-axis translation",-2064.4761, LENGTHUNIT["metre",1], ID["EPSG",8606]], PARAMETER["Z-axis translation",110.7016, LENGTHUNIT["metre",1], ID["EPSG",8607]], PARAMETER["X-axis rotation",-214.615206, ANGLEUNIT["arc-second",4.84813681109536E-06], ID["EPSG",8608]], PARAMETER["Y-axis rotation",479.360036, ANGLEUNIT["arc-second",4.84813681109536E-06], ID["EPSG",8609]], PARAMETER["Z-axis rotation",-164.703951, ANGLEUNIT["arc-second",4.84813681109536E-06], ID["EPSG",8610]], PARAMETER["Scale difference",-402.32073, SCALEUNIT["parts per million",1E-06], ID["EPSG",8611]], OPERATIONACCURACY[0.05], USAGE[ SCOPE["Engineering survey, topographic mapping."], AREA["Bonaire, Sint Eustatius and Saba (BES Islands or Caribbean Netherlands) - Saba - onshore."], BBOX[17.56,-63.31,17.71,-63.16]], ID["EPSG",10646], REMARK["For the reverse transformation from BES2020 Saba to Saba, method 1140 [used here] is reversible using the same parameter values with the reverse formulas (see GN7-2). However, the official BESTRANS document applies the same formulas for both the forward and reverse transformations, but uses different parameter values for the reverse transformation."]]
Definition: PROJ.4
+proj=pipeline +step +proj=axisswap +order=2,1 +step +proj=unitconvert +xy_in=deg +z_in=m +xy_out=rad +z_out=m +step +proj=cart +ellps=intl +step +proj=helmert +exact +x=1138.7432 +y=-2064.4761 +z=110.7016 +rx=-214.615206 +ry=479.360036 +rz=-164.703951 +s=-402.32073 +convention=coordinate_frame +step +inv +proj=cart +ellps=GRS80 +step +proj=unitconvert +xy_in=rad +z_in=m +xy_out=deg +z_out=m +step +proj=axisswap +order=2,1
Definition: JavaScript (Proj4js)
proj4.defs("EPSG:10646","+proj=pipeline +step +proj=axisswap +order=2,1 +step +proj=unitconvert +xy_in=deg +z_in=m +xy_out=rad +z_out=m +step +proj=cart +ellps=intl +step +proj=helmert +exact +x=1138.7432 +y=-2064.4761 +z=110.7016 +rx=-214.615206 +ry=479.360036 +rz=-164.703951 +s=-402.32073 +convention=coordinate_frame +step +inv +proj=cart +ellps=GRS80 +step +proj=unitconvert +xy_in=rad +z_in=m +xy_out=deg +z_out=m +step +proj=axisswap +order=2,1");
Definition: JSON
{ "$schema": "https://proj.org/schemas/v0.7/projjson.schema.json", "type": "Transformation", "name": "Saba to BES2020 Saba (1)", "source_crs": { "type": "GeographicCRS", "name": "Saba", "datum": { "type": "GeodeticReferenceFrame", "name": "Saba", "ellipsoid": { "name": "International 1924", "semi_major_axis": 6378388, "inverse_flattening": 297 } }, "coordinate_system": { "subtype": "ellipsoidal", "axis": [ { "name": "Geodetic latitude", "abbreviation": "Lat", "direction": "north", "unit": "degree" }, { "name": "Geodetic longitude", "abbreviation": "Lon", "direction": "east", "unit": "degree" }, { "name": "Ellipsoidal height", "abbreviation": "h", "direction": "up", "unit": "metre" } ] }, "id": { "authority": "EPSG", "code": 10635 } }, "target_crs": { "type": "GeographicCRS", "name": "BES2020 Saba", "datum": { "type": "GeodeticReferenceFrame", "name": "BES2020 Saba", "ellipsoid": { "name": "GRS 1980", "semi_major_axis": 6378137, "inverse_flattening": 298.257222101 } }, "coordinate_system": { "subtype": "ellipsoidal", "axis": [ { "name": "Geodetic latitude", "abbreviation": "Lat", "direction": "north", "unit": "degree" }, { "name": "Geodetic longitude", "abbreviation": "Lon", "direction": "east", "unit": "degree" }, { "name": "Ellipsoidal height", "abbreviation": "h", "direction": "up", "unit": "metre" } ] }, "id": { "authority": "EPSG", "code": 10638 } }, "method": { "name": "Coordinate Frame rotation full matrix (geog3D)", "id": { "authority": "EPSG", "code": 1140 } }, "parameters": [ { "name": "X-axis translation", "value": 1138.7432, "unit": "metre", "id": { "authority": "EPSG", "code": 8605 } }, { "name": "Y-axis translation", "value": -2064.4761, "unit": "metre", "id": { "authority": "EPSG", "code": 8606 } }, { "name": "Z-axis translation", "value": 110.7016, "unit": "metre", "id": { "authority": "EPSG", "code": 8607 } }, { "name": "X-axis rotation", "value": -214.615206, "unit": { "type": "AngularUnit", "name": "arc-second", "conversion_factor": 4.84813681109536e-06 }, "id": { "authority": "EPSG", "code": 8608 } }, { "name": "Y-axis rotation", "value": 479.360036, "unit": { "type": "AngularUnit", "name": "arc-second", "conversion_factor": 4.84813681109536e-06 }, "id": { "authority": "EPSG", "code": 8609 } }, { "name": "Z-axis rotation", "value": -164.703951, "unit": { "type": "AngularUnit", "name": "arc-second", "conversion_factor": 4.84813681109536e-06 }, "id": { "authority": "EPSG", "code": 8610 } }, { "name": "Scale difference", "value": -402.32073, "unit": { "type": "ScaleUnit", "name": "parts per million", "conversion_factor": 1e-06 }, "id": { "authority": "EPSG", "code": 8611 } } ], "accuracy": "0.05", "scope": "Engineering survey, topographic mapping.", "area": "Bonaire, Sint Eustatius and Saba (BES Islands or Caribbean Netherlands) - Saba - onshore.", "bbox": { "south_latitude": 17.56, "west_longitude": -63.31, "north_latitude": 17.71, "east_longitude": -63.16 }, "id": { "authority": "EPSG", "code": 10646 }, "remarks": "For the reverse transformation from BES2020 Saba to Saba, method 1140 [used here] is reversible using the same parameter values with the reverse formulas (see GN7-2). However, the official BESTRANS document applies the same formulas for both the forward and reverse transformations, but uses different parameter values for the reverse transformation." }
Definition: MapServer - MAPfile
PROJECTION "proj=pipeline" "step" "proj=axisswap" "order=2,1" "step" "proj=unitconvert" "xy_in=deg" "z_in=m" "xy_out=rad" "z_out=m" "step" "proj=cart" "ellps=intl" "step" "proj=helmert" "exact" "x=1138.7432" "y=-2064.4761" "z=110.7016" "rx=-214.615206" "ry=479.360036" "rz=-164.703951" "s=-402.32073" "convention=coordinate_frame" "step" "inv" "proj=cart" "ellps=GRS80" "step" "proj=unitconvert" "xy_in=rad" "z_in=m" "xy_out=deg" "z_out=m" "step" "proj=axisswap" "order=2,1" END
Definition: Mapnik
<?xml version="1.0" encoding="utf-8"?> <Map srs="+proj=pipeline +step +proj=axisswap +order=2,1 +step +proj=unitconvert +xy_in=deg +z_in=m +xy_out=rad +z_out=m +step +proj=cart +ellps=intl +step +proj=helmert +exact +x=1138.7432 +y=-2064.4761 +z=110.7016 +rx=-214.615206 +ry=479.360036 +rz=-164.703951 +s=-402.32073 +convention=coordinate_frame +step +inv +proj=cart +ellps=GRS80 +step +proj=unitconvert +xy_in=rad +z_in=m +xy_out=deg +z_out=m +step +proj=axisswap +order=2,1"> <Layer srs="+proj=pipeline +step +proj=axisswap +order=2,1 +step +proj=unitconvert +xy_in=deg +z_in=m +xy_out=rad +z_out=m +step +proj=cart +ellps=intl +step +proj=helmert +exact +x=1138.7432 +y=-2064.4761 +z=110.7016 +rx=-214.615206 +ry=479.360036 +rz=-164.703951 +s=-402.32073 +convention=coordinate_frame +step +inv +proj=cart +ellps=GRS80 +step +proj=unitconvert +xy_in=rad +z_in=m +xy_out=deg +z_out=m +step +proj=axisswap +order=2,1"> </Layer> </Map>
Definition: SQL (PostGIS)
INSERT into spatial_ref_sys (srid, auth_name, auth_srid, proj4text, srtext) values ( 10646, 'EPSG', 10646, '+proj=pipeline +step +proj=axisswap +order=2,1 +step +proj=unitconvert +xy_in=deg +z_in=m +xy_out=rad +z_out=m +step +proj=cart +ellps=intl +step +proj=helmert +exact +x=1138.7432 +y=-2064.4761 +z=110.7016 +rx=-214.615206 +ry=479.360036 +rz=-164.703951 +s=-402.32073 +convention=coordinate_frame +step +inv +proj=cart +ellps=GRS80 +step +proj=unitconvert +xy_in=rad +z_in=m +xy_out=deg +z_out=m +step +proj=axisswap +order=2,1', 'None');