The EPSG Geodetic Parameter Dataset defines 78 transformations between NAD27 (EPSG:4267) and WGS 84 (EPSG:4326). Each applies to a specific area — pick the one whose area of use covers your data.
EPSG:7698±1 mBest accuracy- Method:
- Coordinate Frame rotation (geog2D domain)
- Area of use:
- Panama - onshore
- Scope:
- Transformation of coordinates at 1m level of accuracy.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -32.3841359 | metre |
| Y-axis translation(ty) | 180.4090461 | metre |
| Z-axis translation(tz) | 120.8442577 | metre |
| X-axis rotation(rx) | 2.1545854 | arc-second |
| Y-axis rotation(ry) | 0.1498782 | arc-second |
| Z-axis rotation(rz) | -0.5742915 | arc-second |
| Scale difference(ds) | 8.1049164 | parts per million |
Derived at stations in the provinces of Colón, Panamá, Coclé, Veraguas, Herrera, Los Santos y Chiriquí. Standard deviation 0.871m in north and 0.531m in east.
- Method:
- Coordinate Frame rotation (geog2D domain)
- Area of use:
- Cuba
- Scope:
- Transformation of coordinates at 1m level of accuracy.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | 2.478 | metre |
| Y-axis translation(ty) | 149.752 | metre |
| Z-axis translation(tz) | 197.726 | metre |
| X-axis rotation(rx) | -0.526 | arc-second |
| Y-axis rotation(ry) | -0.498 | arc-second |
| Z-axis rotation(rz) | 0.501 | arc-second |
| Scale difference(ds) | 0.685 | parts per million |
- Method:
- NTv2
- Area of use:
- Canada - Quebec
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
Grid file: NA27SCRS.GSB
Parameter file is from NAD27 to NAD83(CSRS)v2 (1) (code 9239) assuming that NAD83(CSRS)v2 is equivalent to WGS 84 within the accuracy of the transformation. Also distributed as QUE27-98.gsb.
- Method:
- NTv2
- Area of use:
- Canada - Saskatchewan
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
Grid file: SK27-98.gsb
Parameter file is from NAD27 to NAD83(CSRS)v2 (2) (code 9886) assuming that NAD83(CSRS)v2 is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Alabama
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (21) (null)
Transformation steps are from NAD27 to NAD83(HARN) (1) (code 8460) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Arizona
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (32) (null)
Transformation steps are from NAD27 to NAD83(HARN) (2) (code 8461) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Arkansas
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (12) (null)
Transformation steps are from NAD27 to NAD83(HARN) (38) (code 8586) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - California - north of 36.5°N
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (43) (null)
Transformation steps are from NAD27 to NAD83(HARN) (3) (code 8462) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - California - south of 36.5°N
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (54) (null)
Transformation steps are from NAD27 to NAD83(HARN) (4) (code 8463) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Colorado
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (16) (null)
Transformation steps are from NAD27 to NAD83(HARN) (5) (code 8464) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Florida
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (18) (null)
Transformation steps are from NAD27 to NAD83(HARN) (7) (code 8466) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Georgia
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (17) (null)
Transformation steps are from NAD27 to NAD83(HARN) (6) (code 8465) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Illinois
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (52) (null)
Transformation steps are from NAD27 to NAD83(HARN) (36) (code 8553) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Indiana
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (46) (null)
Transformation steps are from NAD27 to NAD83(HARN) (30) (code 8509) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Iowa
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (13) (null)
Transformation steps are from NAD27 to NAD83(HARN) (39) (code 8587) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Kansas
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (47) (null)
Transformation steps are from NAD27 to NAD83(HARN) (31) (code 8510) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Kentucky
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (22) (null)
Transformation steps are from NAD27 to NAD83(HARN) (10) (code 8469) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Louisiana
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (23) (null)
Transformation steps are from NAD27 to NAD83(HARN) (11) (code 8470) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Maine
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (25) (null)
Transformation steps are from NAD27 to NAD83(HARN) (13) (code 8472) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Delaware and Maryland
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (24) (null)
Transformation steps are from NAD27 to NAD83(HARN) (12) (code 8471) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - New England - south (CT, MA, NH, RI, VT)
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (29) (null)
Transformation steps are from NAD27 to NAD83(HARN) (17) (code 8476) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Michigan
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (26) (null)
Transformation steps are from NAD27 to NAD83(HARN) (14) (code 8473) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Minnesota
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (14) (null)
Transformation steps are from NAD27 to NAD83(HARN) (40) (code 8588) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Mississippi
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (27) (null)
Transformation steps are from NAD27 to NAD83(HARN) (15) (code 8474) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Missouri
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (15) (null)
Transformation steps are from NAD27 to NAD83(HARN) (41) (code 8589) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Idaho and Montana - east of 113°W
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (19) (null)
Transformation steps are from NAD27 to NAD83(HARN) (8) (code 8467) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Idaho and Montana - west of 113°W
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (20) (null)
Transformation steps are from NAD27 to NAD83(HARN) (9) (code 8468) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Nebraska
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (28) (null)
Transformation steps are from NAD27 to NAD83(HARN) (16) (code 8475) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Nevada
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (48) (null)
Transformation steps are from NAD27 to NAD83(HARN) (32) (code 8511) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - New Jersey
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (53) (null)
Transformation steps are from NAD27 to NAD83(HARN) (37) (code 8554) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - New Mexico
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (30) (null)
Transformation steps are from NAD27 to NAD83(HARN) (18) (code 8477) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - New York
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (31) (null)
Transformation steps are from NAD27 to NAD83(HARN) (19) (code 8478) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - North Dakota
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (33) (null)
Transformation steps are from NAD27 to NAD83(HARN) (20) (code 8479) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Ohio
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (49) (null)
Transformation steps are from NAD27 to NAD83(HARN) (33) (code 8512) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Oklahoma
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (34) (null)
Transformation steps are from NAD27 to NAD83(HARN) (21) (code 8480) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Oregon and Washington
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (41) (null)
Transformation steps are from NAD27 to NAD83(HARN) (27) (code 8487) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - South Dakota
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (36) (null)
Transformation steps are from NAD27 to NAD83(HARN) (22) (code 6739) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Tennessee
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (37) (null)
Transformation steps are from NAD27 to NAD83(HARN) (23) (code 8483) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Texas east of 100°W
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (38) (null)
Transformation steps are from NAD27 to NAD83(HARN) (24) (code 8484) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Texas west of 100°W
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (39) (null)
Transformation steps are from NAD27 to NAD83(HARN) (25) (code 8485) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Utah
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (50) (null)
Transformation steps are from NAD27 to NAD83(HARN) (34) (code 8513) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Virginia
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (40) (null)
Transformation steps are from NAD27 to NAD83(HARN) (26) (code 8486) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - West Virginia
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (51) (null)
Transformation steps are from NAD27 to NAD83(HARN) (35) (code 8514) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Wisconsin
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (42) (null)
Transformation steps are from NAD27 to NAD83(HARN) (28) (code 8488) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- USA - Wyoming
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (1) (null)
- NAD83 to WGS 84 (44) (null)
Transformation steps are from NAD27 to NAD83(HARN) (29) (code 8489) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- NTv2
- Area of use:
- Canada - NAD27
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
Grid file: NTv2_0.gsb
Parameter file is from NAD27 to NAD83 (4) (code 1313) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.
- Method:
- Concatenated operation
- Area of use:
- Canada - Alberta
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
- NAD27 to NAD83 (4) (null)
- NAD83 to WGS 84 (8) (null)
Steps based on concatenated transformation NAD27 to NAD83(CSRS)v4 (3) (code 9336) assuming that NAD83(CSRS)v4 is equivalent to WGS 84.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- Cuba
- Scope:
- Medium accuracy applications.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -4.2 | metre |
| Y-axis translation(ty) | 135.4 | metre |
| Z-axis translation(tz) | 181.9 | metre |
- Method:
- Concatenated operation
- Area of use:
- Canada - Atlantic offshore
- Scope:
- Oil and gas exploration and production.
- NAD27 to NAD83 (4) (null)
- NAD83 to NAD83(CSRS) (4) (null)
- NAD83(CSRS) to WGS 84 (2) (null)
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- Mexico - offshore GoM - Campeche area S
- Scope:
- Oil and gas exploration and production.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -2 | metre |
| Y-axis translation(ty) | 124.7 | metre |
| Z-axis translation(tz) | 196 | metre |
Developed by John E Chance and Associates at 19°44'N, 92°21'W. Geoid height used =-13.34m.
- Method:
- NADCON
- Area of use:
- USA - CONUS including EEZ
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
Grid files: conus.lasconus.los
Parameter files are from NAD27 to NAD83 (1) (code 1241) assuming that NAD83 is equivalent to WGS 84 within the accuracy of this tfm. Uses NADCON method which expects longitudes positive west; EPSG CRS codes 4267 and 4326 have longitudes positive east.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- USA - GoM - east of 87.25°W
- Scope:
- Oil and gas exploration and production.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -3 | metre |
| Y-axis translation(ty) | 154 | metre |
| Z-axis translation(tz) | 177 | metre |
Developed by John E Chance and Associates. Replaced by NAD27 to WGS 84 (79) (tfm code 15851).
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- USA - GoM - 95°W to 87.25°W
- Scope:
- Oil and gas exploration and production.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -7 | metre |
| Y-axis translation(ty) | 151 | metre |
| Z-axis translation(tz) | 175 | metre |
Developed by John E Chance and Associates. Replaced by NAD27 to WGS 84 (79) (tfm code 15851).
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- USA - GoM - west of 95°W
- Scope:
- Oil and gas exploration and production.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -7 | metre |
| Y-axis translation(ty) | 151 | metre |
| Z-axis translation(tz) | 178 | metre |
Developed by John E Chance and Associates. Replaced by NAD27 to WGS 84 (79) (tfm code 15851).
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- Mexico - offshore GoM - Tampico area
- Scope:
- Oil and gas exploration and production.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -8 | metre |
| Y-axis translation(ty) | 125 | metre |
| Z-axis translation(tz) | 190 | metre |
Developed by John E Chance and Associates at 21°55'N, 97°20'W. Geoid height used =-17m.
- Method:
- NADCON
- Area of use:
- USA - Alaska including EEZ
- Scope:
- (null/copy) Approximation for medium and low accuracy applications assuming equality between plate-fixed static and earth-fixed dynamic CRSs, ignoring static/dynamic CRS differences.
Grid files: alaska.lasalaska.los
Parameter files are from NAD27 to NAD83 (2) (code 1243) assuming that NAD83 is equivalent to WGS 84 within the accuracy of this tfm. Uses NADCON method which expects longitudes positive west; EPSG CRS codes 4267 and 4326 have longitudes positive east.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- Mexico - offshore GoM - Campeche area N
- Scope:
- Oil and gas exploration and production.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | 0 | metre |
| Y-axis translation(ty) | 125 | metre |
| Z-axis translation(tz) | 196 | metre |
Developed by John E Chance and Associates at 21°33'N, 92°33'W. Geoid height used =-16.7m.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- USA - CONUS west of Mississippi River - onshore
- Scope:
- Military survey.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -8 | metre |
| Y-axis translation(ty) | 159 | metre |
| Z-axis translation(tz) | 175 | metre |
Derived at 276 stations. Accuracy 5m, 3m and 3m in X, Y and Z axes.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- Bahamas - main islands onshore
- Scope:
- Military survey.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -4 | metre |
| Y-axis translation(ty) | 154 | metre |
| Z-axis translation(tz) | 178 | metre |
Derived at 11 stations. Accuracy 5m, 3m and 5m in X, Y and Z axes.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- Canada - NWT; Nunavut; Saskatchewan
- Scope:
- Military survey.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | 4 | metre |
| Y-axis translation(ty) | 159 | metre |
| Z-axis translation(tz) | 188 | metre |
Derived at 17 stations. Accuracy 5m, 5m and 3m in X, Y and Z axes.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- USA - GoM OCS
- Scope:
- Oil and gas exploration and production.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -7 | metre |
| Y-axis translation(ty) | 158 | metre |
| Z-axis translation(tz) | 172 | metre |
Developed by EnSoCo Inc. Replaced by NAD27 to WGS 84 (79) (tfm code 15851).
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- Canada - eastern provinces
- Scope:
- Military survey.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -22 | metre |
| Y-axis translation(ty) | 160 | metre |
| Z-axis translation(tz) | 190 | metre |
Derived at 37 stations. Accuracy 6m, 6m and 3m in X, Y and Z axes.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- Central America - Belize to Costa Rica
- Scope:
- Military survey.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | 0 | metre |
| Y-axis translation(ty) | 125 | metre |
| Z-axis translation(tz) | 194 | metre |
Derived at 19 stations. Accuracy 8m, 3m and 5m in X, Y and Z axes.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- USA - CONUS - onshore
- Scope:
- Military survey.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -8 | metre |
| Y-axis translation(ty) | 160 | metre |
| Z-axis translation(tz) | 176 | metre |
Derived at 405 stations. Accuracy 5m, 5m and 6m in X, Y and Z axes.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- Canada - Yukon
- Scope:
- Military survey.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -7 | metre |
| Y-axis translation(ty) | 139 | metre |
| Z-axis translation(tz) | 181 | metre |
Derived at 8 stations. Accuracy 5m, 8m and 3m in X, Y and Z axes.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- USA - CONUS east of Mississippi River - onshore
- Scope:
- Military survey.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -9 | metre |
| Y-axis translation(ty) | 161 | metre |
| Z-axis translation(tz) | 179 | metre |
Derived at 129 stations. Accuracy 5m, 5m and 8m in X, Y and Z axes.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- USA - Alaska mainland
- Scope:
- Military survey.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -5 | metre |
| Y-axis translation(ty) | 135 | metre |
| Z-axis translation(tz) | 172 | metre |
Derived at 47 stations. Accuracy 5m, 9m and 5m in X, Y and Z axes.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- Canada - Manitoba and Ontario
- Scope:
- Military survey.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -9 | metre |
| Y-axis translation(ty) | 157 | metre |
| Z-axis translation(tz) | 184 | metre |
Derived at 25 stations. Accuracy 9m, 5m and 5m in X, Y and Z axes.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- Mexico - onshore
- Scope:
- Military survey.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -12 | metre |
| Y-axis translation(ty) | 130 | metre |
| Z-axis translation(tz) | 190 | metre |
Derived at 22 stations. Accuracy 25m in each axis.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- Canada - Alberta and British Columbia
- Scope:
- Military survey.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -7 | metre |
| Y-axis translation(ty) | 162 | metre |
| Z-axis translation(tz) | 188 | metre |
Derived at 25 stations. Accuracy 8m, 8m and 6m in X, Y and Z axes.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- USA - Alaska - Aleutian Islands east of 180°E
- Scope:
- Military survey.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -2 | metre |
| Y-axis translation(ty) | 152 | metre |
| Z-axis translation(tz) | 149 | metre |
Derived at 6 stations. Accuracy 6m, 8m and 10m in X, Y and Z axes.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- Caribbean - central (DMA tfm)
- Scope:
- Military survey.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -3 | metre |
| Y-axis translation(ty) | 142 | metre |
| Z-axis translation(tz) | 183 | metre |
Derived at 15 stations. Accuracy 3m, 9m and 12m in X, Y and Z axes.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- USA - Alaska - Aleutian Islands west of 180°W
- Scope:
- Military survey.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | 2 | metre |
| Y-axis translation(ty) | 204 | metre |
| Z-axis translation(tz) | 105 | metre |
Derived at 5 stations. Accuracy 10m in each axis.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- Canada - NAD27
- Scope:
- Military survey.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -10 | metre |
| Y-axis translation(ty) | 158 | metre |
| Z-axis translation(tz) | 187 | metre |
Derived at 112 stations. Accuracy 15m, 11m and 6m in X, Y and Z axes.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- Panama - Canal Zone
- Scope:
- Military survey.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | 0 | metre |
| Y-axis translation(ty) | 125 | metre |
| Z-axis translation(tz) | 201 | metre |
Derived at 3 stations. Accuracy 20m in each axis.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- Bahamas (San Salvador Island) - onshore
- Scope:
- Military survey.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | 1 | metre |
| Y-axis translation(ty) | 140 | metre |
| Z-axis translation(tz) | 165 | metre |
Derived at 1 station. Accuracy 25m in each axis.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- Cuba - onshore
- Scope:
- Military survey.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | -9 | metre |
| Y-axis translation(ty) | 152 | metre |
| Z-axis translation(tz) | 178 | metre |
Derived at 1 station. Accuracy 25m in each axis.
- Method:
- Geocentric translations (geog2D domain)
- Area of use:
- Greenland - Hayes Peninsula
- Scope:
- Military survey.
| Parameter | Value | Unit |
|---|
| X-axis translation(tx) | 11 | metre |
| Y-axis translation(ty) | 114 | metre |
| Z-axis translation(tz) | 195 | metre |
Derived at 2 stations. Accuracy 25m in each axis. Note: NAD27 is not used in Greenland.