EPSG:6625 — NAD83(2011) / Utah Central (ftUS)

Projekte · USA - Utah - SPCS - C

Tanım Formatları

OGC WKT

PROJCS[
    "NAD83(2011) / Utah Central (ftUS)",
    GEOGCS[
        "NAD83(2011)",
        DATUM[
            "NAD83_National_Spatial_Reference_System_2011",
            SPHEROID["GRS 1980",6378137,298.257222101],
            TOWGS84[0,0,0,0,0,0,0]
        ],
        PRIMEM["Greenwich",0,AUTHORITY["EPSG","8901"]],
        UNIT["degree",0.0174532925199433,AUTHORITY["EPSG","9122"]],
        AUTHORITY["EPSG","6318"]
    ],
    PROJECTION["Lambert_Conformal_Conic_2SP"],
    PARAMETER["latitude_of_origin",38.3333333333333],
    PARAMETER["central_meridian",-111.5],
    PARAMETER["standard_parallel_1",40.65],
    PARAMETER["standard_parallel_2",39.0166666666667],
    PARAMETER["false_easting",1640416.6667],
    PARAMETER["false_northing",6561666.6667],
    UNIT["US survey foot",0.304800609601219],
    AXIS["Easting",EAST],
    AXIS["Northing",NORTH],
    AUTHORITY["EPSG","6625"]
]

WKT2

PROJCRS[
    "NAD83(2011) / Utah Central (ftUS)",
    BASEGEOGCRS[
        "NAD83(2011)",
        DATUM[
            "NAD83 (National Spatial Reference System 2011)",
            ELLIPSOID[
                "GRS 1980",
                6378137,
                298.257222101,
                LENGTHUNIT["metre",1,ID["EPSG",9001]],
                ID["EPSG",7019]
            ],
            ANCHOREPOCH[2010],
            ID["EPSG",1116]
        ],
        ID["EPSG",6318]
    ],
    CONVERSION[
        "SPCS83 Utah Central zone (US survey foot)",
        METHOD["Lambert Conic Conformal (2SP)",ID["EPSG",9802]],
        PARAMETER[
            "Latitude of false origin",
            38.3333333333336,
            ANGLEUNIT["degree",0.0174532925199433,ID["EPSG",9102]],
            ID["EPSG",8821]
        ],
        PARAMETER[
            "Longitude of false origin",
            -111.5,
            ANGLEUNIT["degree",0.0174532925199433,ID["EPSG",9102]],
            ID["EPSG",8822]
        ],
        PARAMETER[
            "Latitude of 1st standard parallel",
            40.6500000000003,
            ANGLEUNIT["degree",0.0174532925199433,ID["EPSG",9102]],
            ID["EPSG",8823]
        ],
        PARAMETER[
            "Latitude of 2nd standard parallel",
            39.0166666666669,
            ANGLEUNIT["degree",0.0174532925199433,ID["EPSG",9102]],
            ID["EPSG",8824]
        ],
        PARAMETER[
            "Easting at false origin",
            1640416.6667,
            LENGTHUNIT["US survey foot",0.304800609601219,ID["EPSG",9003]],
            ID["EPSG",8826]
        ],
        PARAMETER[
            "Northing at false origin",
            6561666.6667,
            LENGTHUNIT["US survey foot",0.304800609601219,ID["EPSG",9003]],
            ID["EPSG",8827]
        ],
        ID["EPSG",15298]
    ],
    CS[Cartesian,2,ID["EPSG",4497]],
    AXIS["Easting (X)",east],
    AXIS["Northing (Y)",north],
    LENGTHUNIT["US survey foot",0.304800609601219,ID["EPSG",9003]],
    ID["EPSG",6625]
]

PROJ.4

+proj=lcc +lat_0=38.3333333333333 +lon_0=-111.5 +lat_1=40.65 +lat_2=39.0166666666667 +x_0=500000.00001016 +y_0=2000000.00001016 +ellps=GRS80 +towgs84=0,0,0,0,0,0,0 +units=us-ft +no_defs +type=crs

Proj4js

Proj4js'a nasıl projeksiyon eklerim? →

proj4.defs("EPSG:6625", "+proj=lcc +lat_0=38.3333333333333 +lon_0=-111.5 +lat_1=40.65 +lat_2=39.0166666666667 +x_0=500000.00001016 +y_0=2000000.00001016 +ellps=GRS80 +towgs84=0,0,0,0,0,0,0 +units=us-ft +no_defs +type=crs");

JSON

{
  "type": "CoordinateReferenceSystem",
  "code": 6625,
  "name": "NAD83(2011) / Utah Central (ftUS)",
  "kind": "projected",
  "area": "USA - Utah - SPCS - C",
  "unit": "US survey foot",
  "bbox": [
    38.49,
    -114.05,
    41.08,
    -109.04
  ],
  "proj4": "+proj=lcc +lat_0=38.3333333333333 +lon_0=-111.5 +lat_1=40.65 +lat_2=39.0166666666667 +x_0=500000.00001016 +y_0=2000000.00001016 +ellps=GRS80 +towgs84=0,0,0,0,0,0,0 +units=us-ft +no_defs +type=crs"
}

PostGIS

PostGIS'a nasıl projeksiyon eklerim? →

INSERT INTO spatial_ref_sys (srid, auth_name, auth_srid, proj4text, srtext)
VALUES (6625, 'EPSG', 6625, '+proj=lcc +lat_0=38.3333333333333 +lon_0=-111.5 +lat_1=40.65 +lat_2=39.0166666666667 +x_0=500000.00001016 +y_0=2000000.00001016 +ellps=GRS80 +towgs84=0,0,0,0,0,0,0 +units=us-ft +no_defs +type=crs', 'PROJCS["NAD83(2011) / Utah Central (ftUS)",GEOGCS["NAD83(2011)",DATUM["NAD83_National_Spatial_Reference_System_2011",SPHEROID["GRS 1980",6378137,298.257222101],TOWGS84[0,0,0,0,0,0,0]],PRIMEM["Greenwich",0,AUTHORITY["EPSG","8901"]],UNIT["degree",0.0174532925199433,AUTHORITY["EPSG","9122"]],AUTHORITY["EPSG","6318"]],PROJECTION["Lambert_Conformal_Conic_2SP"],PARAMETER["latitude_of_origin",38.3333333333333],PARAMETER["central_meridian",-111.5],PARAMETER["standard_parallel_1",40.65],PARAMETER["standard_parallel_2",39.0166666666667],PARAMETER["false_easting",1640416.6667],PARAMETER["false_northing",6561666.6667],UNIT["US survey foot",0.304800609601219],AXIS["Easting",EAST],AXIS["Northing",NORTH],AUTHORITY["EPSG","6625"]]');

MapServer

MapServer'a nasıl projeksiyon eklerim? →

PROJECTION
  "+proj=lcc"
  "+lat_0=38.3333333333333"
  "+lon_0=-111.5"
  "+lat_1=40.65"
  "+lat_2=39.0166666666667"
  "+x_0=500000.00001016"
  "+y_0=2000000.00001016"
  "+ellps=GRS80"
  "+towgs84=0,0,0,0,0,0,0"
  "+units=us-ft"
  "+no_defs"
  "+type=crs"
END

GeoServer

GeoServer'a nasıl projeksiyon eklerim? →

6625=PROJCS["NAD83(2011) / Utah Central (ftUS)",GEOGCS["NAD83(2011)",DATUM["NAD83_National_Spatial_Reference_System_2011",SPHEROID["GRS 1980",6378137,298.257222101],TOWGS84[0,0,0,0,0,0,0]],PRIMEM["Greenwich",0,AUTHORITY["EPSG","8901"]],UNIT["degree",0.0174532925199433,AUTHORITY["EPSG","9122"]],AUTHORITY["EPSG","6318"]],PROJECTION["Lambert_Conformal_Conic_2SP"],PARAMETER["latitude_of_origin",38.3333333333333],PARAMETER["central_meridian",-111.5],PARAMETER["standard_parallel_1",40.65],PARAMETER["standard_parallel_2",39.0166666666667],PARAMETER["false_easting",1640416.6667],PARAMETER["false_northing",6561666.6667],UNIT["US survey foot",0.304800609601219],AXIS["Easting",EAST],AXIS["Northing",NORTH],AUTHORITY["EPSG","6625"]]

İlişkili Koordinat Sistemleri

Mevcut Dönüşümler (5)

Dönüşümler temel CRS'den alınmıştır: EPSG:6318 (NAD83(2011))

Dönüşüm	Kaynak → Hedef	Hassasiyet (m)
NAD83(NSRS2007) to NAD83(2011) (2)	4759 → 6318	0.05
NAD83(NSRS2007) to NAD83(2011) (1)	4759 → 6318	0.05
NAD83(NSRS2007) to NAD83(2011) (3)	4759 → 6318	0.05
NAD83 to NAD83(2011) (1)	4269 → 6318	1
NAD83(2011) to WGS 84 (1)	6318 → 4326	2

NAD83 (National Spatial Reference System 2011) Kullanan Diğer CRS (694)

Sıkça Sorulan Sorular

EPSG:6625 projeksiyonunu GeoServer'a nasıl eklerim?

Aşağıdaki tanımı GeoServer yapılandırma dosyanıza ekleyin:

6625=PROJCS["NAD83(2011) / Utah Central (ftUS)",GEOGCS["NAD83(2011)",DATUM["NAD83_National_Spatial_Reference_System_2011",SPHEROID["GRS 1980",6378137,298.257222101],TOWGS84[0,0,0,0,0,0,0]],PRIMEM["Greenwich",0,AUTHORITY["EPSG","8901"]],UNIT["degree",0.0174532925199433,AUTHORITY["EPSG","9122"]],AUTHORITY["EPSG","6318"]],PROJECTION["Lambert_Conformal_Conic_2SP"],PARAMETER["latitude_of_origin",38.3333333333333],PARAMETER["central_meridian",-111.5],PARAMETER["standard_parallel_1",40.65],PARAMETER["standard_parallel_2",39.0166666666667],PARAMETER["false_easting",1640416.6667],PARAMETER["false_northing",6561666.6667],UNIT["US survey foot",0.304800609601219],AXIS["Easting",EAST],AXIS["Northing",NORTH],AUTHORITY["EPSG","6625"]]

GeoServer rehberinin tamamını okuyun →

EPSG:6625 projeksiyonunu PostGIS'e nasıl eklerim?

Aşağıdaki tanımı PostGIS yapılandırma dosyanıza ekleyin:

INSERT INTO spatial_ref_sys (srid, auth_name, auth_srid, proj4text, srtext)
VALUES (6625, 'EPSG', 6625, '+proj=lcc +lat_0=38.3333333333333 +lon_0=-111.5 +lat_1=40.65 +lat_2=39.0166666666667 +x_0=500000.00001016 +y_0=2000000.00001016 +ellps=GRS80 +towgs84=0,0,0,0,0,0,0 +units=us-ft +no_defs +type=crs', 'PROJCS["NAD83(2011) / Utah Central (ftUS)",GEOGCS["NAD83(2011)",DATUM["NAD83_National_Spatial_Reference_System_2011",SPHEROID["GRS 1980",6378137,298.257222101],TOWGS84[0,0,0,0,0,0,0]],PRIMEM["Greenwich",0,AUTHORITY["EPSG","8901"]],UNIT["degree",0.0174532925199433,AUTHORITY["EPSG","9122"]],AUTHORITY["EPSG","6318"]],PROJECTION["Lambert_Conformal_Conic_2SP"],PARAMETER["latitude_of_origin",38.3333333333333],PARAMETER["central_meridian",-111.5],PARAMETER["standard_parallel_1",40.65],PARAMETER["standard_parallel_2",39.0166666666667],PARAMETER["false_easting",1640416.6667],PARAMETER["false_northing",6561666.6667],UNIT["US survey foot",0.304800609601219],AXIS["Easting",EAST],AXIS["Northing",NORTH],AUTHORITY["EPSG","6625"]]');

PostGIS rehberinin tamamını okuyun →

EPSG:6625 projeksiyonunu MapServer'da nasıl kullanırım?

Aşağıdaki tanımı MapServer yapılandırma dosyanıza ekleyin:

PROJECTION
  "+proj=lcc"
  "+lat_0=38.3333333333333"
  "+lon_0=-111.5"
  "+lat_1=40.65"
  "+lat_2=39.0166666666667"
  "+x_0=500000.00001016"
  "+y_0=2000000.00001016"
  "+ellps=GRS80"
  "+towgs84=0,0,0,0,0,0,0"
  "+units=us-ft"
  "+no_defs"
  "+type=crs"
END

MapServer rehberinin tamamını okuyun →

EPSG:6625 projeksiyonunu Proj4js ile nasıl kullanırım?

Aşağıdaki tanımı Proj4js yapılandırma dosyanıza ekleyin:

proj4.defs("EPSG:6625", "+proj=lcc +lat_0=38.3333333333333 +lon_0=-111.5 +lat_1=40.65 +lat_2=39.0166666666667 +x_0=500000.00001016 +y_0=2000000.00001016 +ellps=GRS80 +towgs84=0,0,0,0,0,0,0 +units=us-ft +no_defs +type=crs");

Proj4js rehberinin tamamını okuyun →

Tür

Projekte

Birim

US survey foot

Geodetik CRS

NAD83(2011)

Datum

NAD83 (National Spatial Reference System 2011)

Elipsoid

GRS 1980

Başlangıç Meridyeni

Greenwich

Kullanım Alanı

USA - Utah - SPCS - C

United States (USA) - Utah - counties of Carbon; Duchesne; Emery; Grand; Juab; Millard; Salt Lake; S…

Koordinat Sistemi

Cartesian 2D CS. Axes: easting, northing (X,Y). Orientations: east, north. UoM: ftUS.

Merkez Koordinatları

1627771.16 7090414.62

Projekte Sınırlar

7571512.69 910489.272318643.78 6629139.87

WGS84 Sınırları

41.08 -114.05-109.04 38.49

Veri Kaynağı

EPSG

Bilgi Kaynağı

U.S. National Geodetic Survey, http://www.ngs.noaa.gov/

Revizyon Tarihi

2016-07-13

Kapsam

Engineering survey, topographic mapping.

Açıklamalar

State law of 2009 defines use of US survey feet, an earlier law of 1988 defining use of International foot having been withdrawn in 2002. Federal definition is metric - see CRS code 6619. Replaces NAD83(NSRS2007) / Utah Central (ftUS) (CRS code 3677).

EPSG

6625

ESRI Eşdeğeri

ESRI:103170