ABCDEFGHIJKLMNOPQRSTUVWXYZAAABACADAEAFAGAHAIAJAKALAMANAOAP
1
COORD_OP_CODE
COORD_OP_NAME
COORD_OP_TYPE
SOURCE_CRS_CODE
TARGET_CRS_CODE
COORD_TFM_VERSION
COORD_OP_VARIANT
AREA_OF_USE_CODE
COORD_OP_SCOPE
COORD_OP_ACCURACY
COORD_OP_METHOD_CODE
UOM_CODE_SOURCE_COORD_DIFF
UOM_CODE_TARGET_COORD_DIFF
REMARKS
Coordinate_Operation_INFORMATION_SOURCE
Coordinate_Operation_DATA_SOURCE
Coordinate_Operation_REVISION_DATE
Coordinate_Operation_CHANGE_ID
SHOW_OPERATION
Coordinate_Operation_DEPRECATED
PARAMETER_NAME
PARAMETER_VALUE
PARAM_VALUE_FILE_REF
UOM_CODE
DESCRIPTION
Coordinate_Operation Parameter_INFORMATION_SOURCE
Coordinate_Operation Parameter_DATA_SOURCE
Coordinate_Operation Parameter_REVISION_DATE
Coordinate_Operation Parameter_CHANGE_ID
Coordinate_Operation Parameter_DEPRECATED
SORT_ORDER
PARAM_SIGN_REVERSAL
2
1571Amersfoort to ETRS89 (1)
transformation
42584326
NCG-Nld 2000
11172
Accuracy 0.5m
9607
Dutch sources also quote an equivalent transformation with parameter values dX=+593.032 dY=+26.000 dZ=+478.741m, rX rY rZ and dS as this tfm. These values belong to a different transformation method and cannot be used with the Coordinate Frame method.
http://rdnap.kadaster.nl/rd/index.html Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/
OGP19/10/200011
X-axis translation
565,049001
The difference between the X values of a point in the target and source coordinate reference systems.
EPSG guidance note number 7-2.
OGP21/07/2013201302101Yes
3
1571Amersfoort to ETRS89 (1)
transformation
42584326
NCG-Nld 2000
11172
Accuracy 0.5m
9607
Dutch sources also quote an equivalent transformation with parameter values dX=+593.032 dY=+26.000 dZ=+478.741m, rX rY rZ and dS as this tfm. These values belong to a different transformation method and cannot be used with the Coordinate Frame method.
http://rdnap.kadaster.nl/rd/index.html Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/
OGP19/10/200011
Y-axis translation
49,919001
The difference between the Y values of a point in the target and source coordinate reference systems.
EPSG guidance note number 7-2.
OGP21/07/2013201302102Yes
4
1571Amersfoort to ETRS89 (1)
transformation
42584326
NCG-Nld 2000
11172
Accuracy 0.5m
9607
Dutch sources also quote an equivalent transformation with parameter values dX=+593.032 dY=+26.000 dZ=+478.741m, rX rY rZ and dS as this tfm. These values belong to a different transformation method and cannot be used with the Coordinate Frame method.
http://rdnap.kadaster.nl/rd/index.html Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/
OGP19/10/200011
Z-axis translation
465,849001
The difference between the Z values of a point in the target and source coordinate reference systems.
EPSG guidance note number 7-2.
OGP21/07/2013201302103Yes
5
1571Amersfoort to ETRS89 (1)
transformation
42584326
NCG-Nld 2000
11172
Accuracy 0.5m
9607
Dutch sources also quote an equivalent transformation with parameter values dX=+593.032 dY=+26.000 dZ=+478.741m, rX rY rZ and dS as this tfm. These values belong to a different transformation method and cannot be used with the Coordinate Frame method.
http://rdnap.kadaster.nl/rd/index.html Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/
OGP19/10/200011
X-axis rotation
1,98489109
The angular difference between the Y and Z axes directions of target and source coordinate reference systems. This is a rotation about the X axis as viewed from the origin looking along that axis. The particular method defines which direction is positive, and what is being rotated (point or axis).
EPSG guidance note number 7-2.
OGP21/07/2013201302104Yes
6
1571Amersfoort to ETRS89 (1)
transformation
42584326
NCG-Nld 2000
11172
Accuracy 0.5m
9607
Dutch sources also quote an equivalent transformation with parameter values dX=+593.032 dY=+26.000 dZ=+478.741m, rX rY rZ and dS as this tfm. These values belong to a different transformation method and cannot be used with the Coordinate Frame method.
http://rdnap.kadaster.nl/rd/index.html Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/
OGP19/10/200011
Y-axis rotation
-1,74399109
The angular difference between the X and Z axes directions of target and source coordinate reference systems. This is a rotation about theY axis as viewed from the origin looking along that axis. The particular method defines which direction is positive, and what is being rotated (point or axis).
EPSG guidance note number 7-2.
OGP21/07/2013201302105Yes
7
1571Amersfoort to ETRS89 (1)
transformation
42584326
NCG-Nld 2000
11172
Accuracy 0.5m
9607
Dutch sources also quote an equivalent transformation with parameter values dX=+593.032 dY=+26.000 dZ=+478.741m, rX rY rZ and dS as this tfm. These values belong to a different transformation method and cannot be used with the Coordinate Frame method.
http://rdnap.kadaster.nl/rd/index.html Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/
OGP19/10/200011
Z-axis rotation
9,05879109
The angular difference between the X and Y axes directions of target and source coordinate reference systems. This is a rotation about the Z axis as viewed from the origin looking along that axis. The particular method defines which direction is positive, and what is being rotated (point or axis).
EPSG guidance note number 7-2.
OGP21/07/2013201302106Yes
8
1571Amersfoort to ETRS89 (1)
transformation
42584326
NCG-Nld 2000
11172
Accuracy 0.5m
9607
Dutch sources also quote an equivalent transformation with parameter values dX=+593.032 dY=+26.000 dZ=+478.741m, rX rY rZ and dS as this tfm. These values belong to a different transformation method and cannot be used with the Coordinate Frame method.
http://rdnap.kadaster.nl/rd/index.html Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/
OGP19/10/200011
Scale difference
4,07729202
The scale difference increased by unity equals the ratio of an the length of an arbitrary distance between two points in target and source coordinate reference systems. This is usually averaged for the intersection area of the two coordinate reference systems. \n\nIf a distance of 100 km in the source coordinate reference system translates into a distance of 100.001 km in the target coordinate reference system, the scale difference is 1 ppm (the ratio being 1.000001).
EPSG guidance note number 7-2.
OGP21/07/2013201302107Yes
9
1751Amersfoort to ETRS89 (1)
transformation
42894258
NCG-Nld 2000
11275
Accuracy 0.5m
0,59607
Replaced by Amersfoort to ETRS89 (3) (tfm code 15739). Dutch sources also quote an equivalent transformation using the Molodenski-Badekas 10-parameter method (M-B) - see tfm code 1066.
http://www.rdnap.nl/ Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/
OGP22/03/2007
2005.080 2005.180 2005.460 2007.043
10
X-axis translation
565,049001
The difference between the X values of a point in the target and source coordinate reference systems.
EPSG guidance note number 7-2.
OGP21/07/2013201302101Yes
10
1751Amersfoort to ETRS89 (1)
transformation
42894258
NCG-Nld 2000
11275
Accuracy 0.5m
0,59607
Replaced by Amersfoort to ETRS89 (3) (tfm code 15739). Dutch sources also quote an equivalent transformation using the Molodenski-Badekas 10-parameter method (M-B) - see tfm code 1066.
http://www.rdnap.nl/ Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/
OGP22/03/2007
2005.080 2005.180 2005.460 2007.043
10
Y-axis translation
49,919001
The difference between the Y values of a point in the target and source coordinate reference systems.
EPSG guidance note number 7-2.
OGP21/07/2013201302102Yes
11
1751Amersfoort to ETRS89 (1)
transformation
42894258
NCG-Nld 2000
11275
Accuracy 0.5m
0,59607
Replaced by Amersfoort to ETRS89 (3) (tfm code 15739). Dutch sources also quote an equivalent transformation using the Molodenski-Badekas 10-parameter method (M-B) - see tfm code 1066.
http://www.rdnap.nl/ Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/
OGP22/03/2007
2005.080 2005.180 2005.460 2007.043
10
Z-axis translation
465,849001
The difference between the Z values of a point in the target and source coordinate reference systems.
EPSG guidance note number 7-2.
OGP21/07/2013201302103Yes
12
1751Amersfoort to ETRS89 (1)
transformation
42894258
NCG-Nld 2000
11275
Accuracy 0.5m
0,59607
Replaced by Amersfoort to ETRS89 (3) (tfm code 15739). Dutch sources also quote an equivalent transformation using the Molodenski-Badekas 10-parameter method (M-B) - see tfm code 1066.
http://www.rdnap.nl/ Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/
OGP22/03/2007
2005.080 2005.180 2005.460 2007.043
10
X-axis rotation
1,98489109
The angular difference between the Y and Z axes directions of target and source coordinate reference systems. This is a rotation about the X axis as viewed from the origin looking along that axis. The particular method defines which direction is positive, and what is being rotated (point or axis).
EPSG guidance note number 7-2.
OGP21/07/2013201302104Yes
13
1751Amersfoort to ETRS89 (1)
transformation
42894258
NCG-Nld 2000
11275
Accuracy 0.5m
0,59607
Replaced by Amersfoort to ETRS89 (3) (tfm code 15739). Dutch sources also quote an equivalent transformation using the Molodenski-Badekas 10-parameter method (M-B) - see tfm code 1066.
http://www.rdnap.nl/ Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/
OGP22/03/2007
2005.080 2005.180 2005.460 2007.043
10
Y-axis rotation
-1,74399109
The angular difference between the X and Z axes directions of target and source coordinate reference systems. This is a rotation about theY axis as viewed from the origin looking along that axis. The particular method defines which direction is positive, and what is being rotated (point or axis).
EPSG guidance note number 7-2.
OGP21/07/2013201302105Yes
14
1751Amersfoort to ETRS89 (1)
transformation
42894258
NCG-Nld 2000
11275
Accuracy 0.5m
0,59607
Replaced by Amersfoort to ETRS89 (3) (tfm code 15739). Dutch sources also quote an equivalent transformation using the Molodenski-Badekas 10-parameter method (M-B) - see tfm code 1066.
http://www.rdnap.nl/ Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/
OGP22/03/2007
2005.080 2005.180 2005.460 2007.043
10
Z-axis rotation
9,05879109
The angular difference between the X and Y axes directions of target and source coordinate reference systems. This is a rotation about the Z axis as viewed from the origin looking along that axis. The particular method defines which direction is positive, and what is being rotated (point or axis).
EPSG guidance note number 7-2.
OGP21/07/2013201302106Yes
15
1751Amersfoort to ETRS89 (1)
transformation
42894258
NCG-Nld 2000
11275
Accuracy 0.5m
0,59607
Replaced by Amersfoort to ETRS89 (3) (tfm code 15739). Dutch sources also quote an equivalent transformation using the Molodenski-Badekas 10-parameter method (M-B) - see tfm code 1066.
http://www.rdnap.nl/ Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/
OGP22/03/2007
2005.080 2005.180 2005.460 2007.043
10
Scale difference
4,07729202
The scale difference increased by unity equals the ratio of an the length of an arbitrary distance between two points in target and source coordinate reference systems. This is usually averaged for the intersection area of the two coordinate reference systems. \n\nIf a distance of 100 km in the source coordinate reference system translates into a distance of 100.001 km in the target coordinate reference system, the scale difference is 1 ppm (the ratio being 1.000001).
EPSG guidance note number 7-2.
OGP21/07/2013201302107Yes
16
17
18
Deprecated
19
20