Geodetic CRS: ETRS89-SVN [D96]
Datum: Slovenia Geodetic Datum 1996
Ellipsoid: GRS 1980
Prime meridian: Greenwich
Data source: EPSG
Information source: Berk et al. "ETRS89/D96-17 – A Result of the EUREF Slovenia 2016 campaign", Geodetski Vestnik vol 64 No. 1, Geodetska uprava Republike Slovenije, http://www.gu.gov.si
Revision date: 2025-12-16
Scope: Merging of spatial data referenced to different national realizations of ETRS89 at the sub-decimetre level of accuracy.
Remarks: Derived at epoch 2016.75 as arithmetic mean of the transformation derived through 41 stations of the EUREF Slovenia 2016 NSS campaign and the transformation derived through coordinates of 15 GNSS stations in the Slovenia SIGNAL network. Accuracy is approximately 2cm at epoch of 2016.75 but deteriorates with time due to tectonic deformation and/or glacial isostatic adjustment.
Method: Position Vector transformation (geocentric domain)
Area of use: Slovenia - onshore and offshore.
Description: (0,)
Definition: OGC Well Known Text 2 (2019)
COORDINATEOPERATION["ETRS89-SVN [D96] to ETRF2000 (1)", VERSION["GURS-Svn 2017"], SOURCECRS[ GEODCRS["ETRS89-SVN [D96]", DATUM["Slovenia Geodetic Datum 1996", ELLIPSOID["GRS 1980",6378137,298.257222101, LENGTHUNIT["metre",1]], ANCHOREPOCH[2016.75]], PRIMEM["Greenwich",0, ANGLEUNIT["degree",0.0174532925199433]], CS[Cartesian,3], AXIS["(X)",geocentricX, ORDER[1], LENGTHUNIT["metre",1]], AXIS["(Y)",geocentricY, ORDER[2], LENGTHUNIT["metre",1]], AXIS["(Z)",geocentricZ, ORDER[3], LENGTHUNIT["metre",1]], ID["EPSG",4882]]], TARGETCRS[ GEODCRS["ETRF2000", DYNAMIC[ FRAMEEPOCH[1989]], DATUM["European Terrestrial Reference Frame 2000", ELLIPSOID["GRS 1980",6378137,298.257222101, LENGTHUNIT["metre",1]]], PRIMEM["Greenwich",0, ANGLEUNIT["degree",0.0174532925199433]], CS[Cartesian,3], AXIS["(X)",geocentricX, ORDER[1], LENGTHUNIT["metre",1]], AXIS["(Y)",geocentricY, ORDER[2], LENGTHUNIT["metre",1]], AXIS["(Z)",geocentricZ, ORDER[3], LENGTHUNIT["metre",1]], ID["EPSG",7930]]], METHOD["Position Vector transformation (geocentric domain)", ID["EPSG",1033]], PARAMETER["X-axis translation",-236.635, LENGTHUNIT["millimetre",0.001], ID["EPSG",8605]], PARAMETER["Y-axis translation",98.535, LENGTHUNIT["millimetre",0.001], ID["EPSG",8606]], PARAMETER["Z-axis translation",201.265, LENGTHUNIT["millimetre",0.001], ID["EPSG",8607]], PARAMETER["X-axis rotation",-17.79, ANGLEUNIT["milliarc-second",4.84813681109536E-09], ID["EPSG",8608]], PARAMETER["Y-axis rotation",3.673, ANGLEUNIT["milliarc-second",4.84813681109536E-09], ID["EPSG",8609]], PARAMETER["Z-axis rotation",-24.3695, ANGLEUNIT["milliarc-second",4.84813681109536E-09], ID["EPSG",8610]], PARAMETER["Scale difference",0, SCALEUNIT["parts per billion",1E-09], ID["EPSG",8611]], OPERATIONACCURACY[0.1], USAGE[ SCOPE["Merging of spatial data referenced to different national realizations of ETRS89 at the sub-decimetre level of accuracy."], AREA["Slovenia - onshore and offshore."], BBOX[45.42,13.38,46.88,16.61]], ID["EPSG",11152], REMARK["Derived at epoch 2016.75 as arithmetic mean of the transformation derived through 41 stations of the EUREF Slovenia 2016 NSS campaign and the transformation derived through coordinates of 15 GNSS stations in the Slovenia SIGNAL network. Accuracy is approximately 2cm at epoch of 2016.75 but deteriorates with time due to tectonic deformation and/or glacial isostatic adjustment."]]
Definition: JSON
{ "$schema": "https://proj.org/schemas/v0.7/projjson.schema.json", "type": "Transformation", "name": "ETRS89-SVN [D96] to ETRF2000 (1)", "source_crs": { "type": "GeodeticCRS", "name": "ETRS89-SVN [D96]", "datum": { "type": "GeodeticReferenceFrame", "name": "Slovenia Geodetic Datum 1996", "anchor_epoch": 2016.75, "ellipsoid": { "name": "GRS 1980", "semi_major_axis": 6378137, "inverse_flattening": 298.257222101 } }, "coordinate_system": { "subtype": "Cartesian", "axis": [ { "name": "Geocentric X", "abbreviation": "X", "direction": "geocentricX", "unit": "metre" }, { "name": "Geocentric Y", "abbreviation": "Y", "direction": "geocentricY", "unit": "metre" }, { "name": "Geocentric Z", "abbreviation": "Z", "direction": "geocentricZ", "unit": "metre" } ] }, "id": { "authority": "EPSG", "code": 4882 }, "remarks": "The CORS station coordinates in the D96 SIGNAL network have been referenced to D96-17 since 2020-01-01. For practical purposes D96-17 is considered to be consistent with D96." }, "target_crs": { "type": "GeodeticCRS", "name": "ETRF2000", "datum": { "type": "DynamicGeodeticReferenceFrame", "name": "European Terrestrial Reference Frame 2000", "frame_reference_epoch": 1989, "ellipsoid": { "name": "GRS 1980", "semi_major_axis": 6378137, "inverse_flattening": 298.257222101 } }, "coordinate_system": { "subtype": "Cartesian", "axis": [ { "name": "Geocentric X", "abbreviation": "X", "direction": "geocentricX", "unit": "metre" }, { "name": "Geocentric Y", "abbreviation": "Y", "direction": "geocentricY", "unit": "metre" }, { "name": "Geocentric Z", "abbreviation": "Z", "direction": "geocentricZ", "unit": "metre" } ] }, "id": { "authority": "EPSG", "code": 7930 }, "remarks": "Replaces ETRF97 (code 7928). On the publication of ETRF2005 the EUREF Technical Working Group recommended ETRF2000 be the realization of ETRS89. ETRF2014 and ETRF2020 (codes 8401 and 10569) are technically superior to all earlier realizations of ETRS89." }, "method": { "name": "Position Vector transformation (geocentric domain)", "id": { "authority": "EPSG", "code": 1033 } }, "parameters": [ { "name": "X-axis translation", "value": -236.635, "unit": { "type": "LinearUnit", "name": "millimetre", "conversion_factor": 0.001 }, "id": { "authority": "EPSG", "code": 8605 } }, { "name": "Y-axis translation", "value": 98.535, "unit": { "type": "LinearUnit", "name": "millimetre", "conversion_factor": 0.001 }, "id": { "authority": "EPSG", "code": 8606 } }, { "name": "Z-axis translation", "value": 201.265, "unit": { "type": "LinearUnit", "name": "millimetre", "conversion_factor": 0.001 }, "id": { "authority": "EPSG", "code": 8607 } }, { "name": "X-axis rotation", "value": -17.79, "unit": { "type": "AngularUnit", "name": "milliarc-second", "conversion_factor": 4.84813681109536e-09 }, "id": { "authority": "EPSG", "code": 8608 } }, { "name": "Y-axis rotation", "value": 3.673, "unit": { "type": "AngularUnit", "name": "milliarc-second", "conversion_factor": 4.84813681109536e-09 }, "id": { "authority": "EPSG", "code": 8609 } }, { "name": "Z-axis rotation", "value": -24.3695, "unit": { "type": "AngularUnit", "name": "milliarc-second", "conversion_factor": 4.84813681109536e-09 }, "id": { "authority": "EPSG", "code": 8610 } }, { "name": "Scale difference", "value": 0, "unit": { "type": "ScaleUnit", "name": "parts per billion", "conversion_factor": 1e-09 }, "id": { "authority": "EPSG", "code": 8611 } } ], "accuracy": "0.1", "scope": "Merging of spatial data referenced to different national realizations of ETRS89 at the sub-decimetre level of accuracy.", "area": "Slovenia - onshore and offshore.", "bbox": { "south_latitude": 45.42, "west_longitude": 13.38, "north_latitude": 46.88, "east_longitude": 16.61 }, "id": { "authority": "EPSG", "code": 11152 }, "remarks": "Derived at epoch 2016.75 as arithmetic mean of the transformation derived through 41 stations of the EUREF Slovenia 2016 NSS campaign and the transformation derived through coordinates of 15 GNSS stations in the Slovenia SIGNAL network. Accuracy is approximately 2cm at epoch of 2016.75 but deteriorates with time due to tectonic deformation and/or glacial isostatic adjustment." }
Definition: Mapnik
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Definition: SQL (PostGIS)
INSERT into spatial_ref_sys (srid, auth_name, auth_srid, proj4text, srtext) values ( 11152, 'EPSG', 11152, '+proj=helmert +x=-0.236635 +y=0.098535 +z=0.201265 +rx=-0.01779 +ry=0.003673 +rz=-0.0243695 +s=0 +convention=position_vector', 'None');