EPSG:6885 — NAD83(CORS96) / Oregon North (ft)

Projekte · USA - Oregon - SPCS - N

Tanım Formatları

OGC WKT

PROJCS[
    "NAD83(CORS96) / Oregon North (ft)",
    GEOGCS[
        "NAD83(CORS96)",
        DATUM[
            "NAD83_Continuously_Operating_Reference_Station_1996",
            SPHEROID["GRS 1980",6378137,298.257222101,AUTHORITY["EPSG","7019"]],
            AUTHORITY["EPSG","1133"]
        ],
        PRIMEM["Greenwich",0,AUTHORITY["EPSG","8901"]],
        UNIT["degree",0.0174532925199433,AUTHORITY["EPSG","9122"]],
        AUTHORITY["EPSG","6783"]
    ],
    PROJECTION["Lambert_Conformal_Conic_2SP"],
    PARAMETER["latitude_of_origin",43.6666666666667],
    PARAMETER["central_meridian",-120.5],
    PARAMETER["standard_parallel_1",46],
    PARAMETER["standard_parallel_2",44.3333333333333],
    PARAMETER["false_easting",8202099.738],
    PARAMETER["false_northing",0],
    UNIT["foot",0.3048,AUTHORITY["EPSG","9002"]],
    AXIS["Easting",EAST],
    AXIS["Northing",NORTH],
    AUTHORITY["EPSG","6885"]
]

WKT2

PROJCRS[
    "NAD83(CORS96) / Oregon North (ft)",
    BASEGEOGCRS[
        "NAD83(CORS96)",
        DATUM[
            "NAD83 (Continuously Operating Reference Station 1996)",
            ELLIPSOID[
                "GRS 1980",
                6378137,
                298.257222101,
                LENGTHUNIT["metre",1,ID["EPSG",9001]],
                ID["EPSG",7019]
            ],
            ID["EPSG",1133]
        ],
        ID["EPSG",6783]
    ],
    CONVERSION[
        "SPCS83 Oregon North zone (international foot)",
        METHOD["Lambert Conic Conformal (2SP)",ID["EPSG",9802]],
        PARAMETER[
            "Latitude of false origin",
            43.6666666666669,
            ANGLEUNIT["degree",0.0174532925199433,ID["EPSG",9102]],
            ID["EPSG",8821]
        ],
        PARAMETER[
            "Longitude of false origin",
            -120.5,
            ANGLEUNIT["degree",0.0174532925199433,ID["EPSG",9102]],
            ID["EPSG",8822]
        ],
        PARAMETER[
            "Latitude of 1st standard parallel",
            46,
            ANGLEUNIT["degree",0.0174532925199433,ID["EPSG",9102]],
            ID["EPSG",8823]
        ],
        PARAMETER[
            "Latitude of 2nd standard parallel",
            44.3333333333336,
            ANGLEUNIT["degree",0.0174532925199433,ID["EPSG",9102]],
            ID["EPSG",8824]
        ],
        PARAMETER[
            "Easting at false origin",
            8202099.738,
            LENGTHUNIT["foot",0.3048,ID["EPSG",9002]],
            ID["EPSG",8826]
        ],
        PARAMETER[
            "Northing at false origin",
            0,
            LENGTHUNIT["foot",0.3048,ID["EPSG",9002]],
            ID["EPSG",8827]
        ],
        ID["EPSG",15351]
    ],
    CS[Cartesian,2,ID["EPSG",4495]],
    AXIS["Easting (X)",east],
    AXIS["Northing (Y)",north],
    LENGTHUNIT["foot",0.3048,ID["EPSG",9002]],
    ID["EPSG",6885]
]

PROJ.4

+proj=lcc +lat_0=43.6666666666667 +lon_0=-120.5 +lat_1=46 +lat_2=44.3333333333333 +x_0=2500000.0001424 +y_0=0 +ellps=GRS80 +units=ft +no_defs +type=crs

Proj4js

Proj4js'a nasıl projeksiyon eklerim? →

proj4.defs("EPSG:6885", "+proj=lcc +lat_0=43.6666666666667 +lon_0=-120.5 +lat_1=46 +lat_2=44.3333333333333 +x_0=2500000.0001424 +y_0=0 +ellps=GRS80 +units=ft +no_defs +type=crs");

JSON

{
  "type": "CoordinateReferenceSystem",
  "code": 6885,
  "name": "NAD83(CORS96) / Oregon North (ft)",
  "kind": "projected",
  "area": "USA - Oregon - SPCS - N",
  "unit": "foot",
  "bbox": [
    43.95,
    -124.17,
    46.26,
    -116.47
  ],
  "proj4": "+proj=lcc +lat_0=43.6666666666667 +lon_0=-120.5 +lat_1=46 +lat_2=44.3333333333333 +x_0=2500000.0001424 +y_0=0 +ellps=GRS80 +units=ft +no_defs +type=crs"
}

PostGIS

PostGIS'a nasıl projeksiyon eklerim? →

INSERT INTO spatial_ref_sys (srid, auth_name, auth_srid, proj4text, srtext)
VALUES (6885, 'EPSG', 6885, '+proj=lcc +lat_0=43.6666666666667 +lon_0=-120.5 +lat_1=46 +lat_2=44.3333333333333 +x_0=2500000.0001424 +y_0=0 +ellps=GRS80 +units=ft +no_defs +type=crs', 'PROJCS["NAD83(CORS96) / Oregon North (ft)",GEOGCS["NAD83(CORS96)",DATUM["NAD83_Continuously_Operating_Reference_Station_1996",SPHEROID["GRS 1980",6378137,298.257222101,AUTHORITY["EPSG","7019"]],AUTHORITY["EPSG","1133"]],PRIMEM["Greenwich",0,AUTHORITY["EPSG","8901"]],UNIT["degree",0.0174532925199433,AUTHORITY["EPSG","9122"]],AUTHORITY["EPSG","6783"]],PROJECTION["Lambert_Conformal_Conic_2SP"],PARAMETER["latitude_of_origin",43.6666666666667],PARAMETER["central_meridian",-120.5],PARAMETER["standard_parallel_1",46],PARAMETER["standard_parallel_2",44.3333333333333],PARAMETER["false_easting",8202099.738],PARAMETER["false_northing",0],UNIT["foot",0.3048,AUTHORITY["EPSG","9002"]],AXIS["Easting",EAST],AXIS["Northing",NORTH],AUTHORITY["EPSG","6885"]]');

MapServer

MapServer'a nasıl projeksiyon eklerim? →

PROJECTION
  "+proj=lcc"
  "+lat_0=43.6666666666667"
  "+lon_0=-120.5"
  "+lat_1=46"
  "+lat_2=44.3333333333333"
  "+x_0=2500000.0001424"
  "+y_0=0"
  "+ellps=GRS80"
  "+units=ft"
  "+no_defs"
  "+type=crs"
END

GeoServer

GeoServer'a nasıl projeksiyon eklerim? →

6885=PROJCS["NAD83(CORS96) / Oregon North (ft)",GEOGCS["NAD83(CORS96)",DATUM["NAD83_Continuously_Operating_Reference_Station_1996",SPHEROID["GRS 1980",6378137,298.257222101,AUTHORITY["EPSG","7019"]],AUTHORITY["EPSG","1133"]],PRIMEM["Greenwich",0,AUTHORITY["EPSG","8901"]],UNIT["degree",0.0174532925199433,AUTHORITY["EPSG","9122"]],AUTHORITY["EPSG","6783"]],PROJECTION["Lambert_Conformal_Conic_2SP"],PARAMETER["latitude_of_origin",43.6666666666667],PARAMETER["central_meridian",-120.5],PARAMETER["standard_parallel_1",46],PARAMETER["standard_parallel_2",44.3333333333333],PARAMETER["false_easting",8202099.738],PARAMETER["false_northing",0],UNIT["foot",0.3048,AUTHORITY["EPSG","9002"]],AXIS["Easting",EAST],AXIS["Northing",NORTH],AUTHORITY["EPSG","6885"]]

İlişkili Koordinat Sistemleri

Mevcut Dönüşümler (6)

Dönüşümler temel CRS'den alınmıştır: EPSG:6781 (NAD83(CORS96))

Dönüşüm	Kaynak → Hedef	Hassasiyet (m)
ITRF2000 to NAD83(CORS96) (1)	4919 → 6781	0
ITRF96 to NAD83(CORS96) (1)	4917 → 6781	0
ITRF97 to NAD83(CORS96) (1)	4918 → 6781	0
NAD83(CSRS)v2 to NAD83(CORS96) (1)	8233 → 6781	0
NAD83(CSRS)v3 to NAD83(CORS96) (1)	8238 → 6781	0
NAD83(CSRS)v4 to NAD83(CORS96) (1)	8242 → 6781	0

NAD83 (Continuously Operating Reference Station 1996) Kullanan Diğer CRS (49)

Sıkça Sorulan Sorular

EPSG:6885 projeksiyonunu GeoServer'a nasıl eklerim?

Aşağıdaki tanımı GeoServer yapılandırma dosyanıza ekleyin:

6885=PROJCS["NAD83(CORS96) / Oregon North (ft)",GEOGCS["NAD83(CORS96)",DATUM["NAD83_Continuously_Operating_Reference_Station_1996",SPHEROID["GRS 1980",6378137,298.257222101,AUTHORITY["EPSG","7019"]],AUTHORITY["EPSG","1133"]],PRIMEM["Greenwich",0,AUTHORITY["EPSG","8901"]],UNIT["degree",0.0174532925199433,AUTHORITY["EPSG","9122"]],AUTHORITY["EPSG","6783"]],PROJECTION["Lambert_Conformal_Conic_2SP"],PARAMETER["latitude_of_origin",43.6666666666667],PARAMETER["central_meridian",-120.5],PARAMETER["standard_parallel_1",46],PARAMETER["standard_parallel_2",44.3333333333333],PARAMETER["false_easting",8202099.738],PARAMETER["false_northing",0],UNIT["foot",0.3048,AUTHORITY["EPSG","9002"]],AXIS["Easting",EAST],AXIS["Northing",NORTH],AUTHORITY["EPSG","6885"]]

GeoServer rehberinin tamamını okuyun →

EPSG:6885 projeksiyonunu PostGIS'e nasıl eklerim?

Aşağıdaki tanımı PostGIS yapılandırma dosyanıza ekleyin:

INSERT INTO spatial_ref_sys (srid, auth_name, auth_srid, proj4text, srtext)
VALUES (6885, 'EPSG', 6885, '+proj=lcc +lat_0=43.6666666666667 +lon_0=-120.5 +lat_1=46 +lat_2=44.3333333333333 +x_0=2500000.0001424 +y_0=0 +ellps=GRS80 +units=ft +no_defs +type=crs', 'PROJCS["NAD83(CORS96) / Oregon North (ft)",GEOGCS["NAD83(CORS96)",DATUM["NAD83_Continuously_Operating_Reference_Station_1996",SPHEROID["GRS 1980",6378137,298.257222101,AUTHORITY["EPSG","7019"]],AUTHORITY["EPSG","1133"]],PRIMEM["Greenwich",0,AUTHORITY["EPSG","8901"]],UNIT["degree",0.0174532925199433,AUTHORITY["EPSG","9122"]],AUTHORITY["EPSG","6783"]],PROJECTION["Lambert_Conformal_Conic_2SP"],PARAMETER["latitude_of_origin",43.6666666666667],PARAMETER["central_meridian",-120.5],PARAMETER["standard_parallel_1",46],PARAMETER["standard_parallel_2",44.3333333333333],PARAMETER["false_easting",8202099.738],PARAMETER["false_northing",0],UNIT["foot",0.3048,AUTHORITY["EPSG","9002"]],AXIS["Easting",EAST],AXIS["Northing",NORTH],AUTHORITY["EPSG","6885"]]');

PostGIS rehberinin tamamını okuyun →

EPSG:6885 projeksiyonunu MapServer'da nasıl kullanırım?

Aşağıdaki tanımı MapServer yapılandırma dosyanıza ekleyin:

PROJECTION
  "+proj=lcc"
  "+lat_0=43.6666666666667"
  "+lon_0=-120.5"
  "+lat_1=46"
  "+lat_2=44.3333333333333"
  "+x_0=2500000.0001424"
  "+y_0=0"
  "+ellps=GRS80"
  "+units=ft"
  "+no_defs"
  "+type=crs"
END

MapServer rehberinin tamamını okuyun →

EPSG:6885 projeksiyonunu Proj4js ile nasıl kullanırım?

Aşağıdaki tanımı Proj4js yapılandırma dosyanıza ekleyin:

proj4.defs("EPSG:6885", "+proj=lcc +lat_0=43.6666666666667 +lon_0=-120.5 +lat_1=46 +lat_2=44.3333333333333 +x_0=2500000.0001424 +y_0=0 +ellps=GRS80 +units=ft +no_defs +type=crs");

Proj4js rehberinin tamamını okuyun →

Tür

Projekte

Birim

foot

Geodetik CRS

NAD83(CORS96)

Datum

NAD83 (Continuously Operating Reference Station 1996)

Elipsoid

GRS 1980

Başlangıç Meridyeni

Greenwich

Kullanım Alanı

USA - Oregon - SPCS - N

United States (USA) - Oregon - counties of Baker; Benton; Clackamas; Clatsop; Columbia; Gilliam; Gra…

Koordinat Sistemi

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

Merkez Koordinatları

8248572.80 524426.32

Projekte Sınırlar

970945.56 7235769.719221150.30 125253.26

WGS84 Sınırları

46.26 -124.17-116.47 43.95

Veri Kaynağı

EPSG

Bilgi Kaynağı

Oregon Administrative Rule 734-005-0015 and Oregon Department of Transportation Geometronics Unit.

Revizyon Tarihi

2016-07-13

Kapsam

Engineering survey, topographic mapping.

Açıklamalar

State law defines use of International feet (note: not US survey feet). Federal definition is metric - see CRS code 6884. Replaced by NAD83(2011) / Oregon North (ft) (CRS code 6559).

EPSG

6885

ESRI Eşdeğeri

ESRI:102378