4.1 Coordinate Reference Systems - IBIS

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Coordinate Reference

Systems

Jim Graham & Alex Daniels

Colorado State University

Warner College of Natural Resources

Coordinate Reference Systems

• Coordinate System

– Cartesian or Rectangular

– Spherical

• Projection

– Geographic or Un-projected

– UTM

– State Plane

• Datum

– Can contain a Spheroid

Geographic Coordinate

Systems

• Spherical coordinate system

• Units are in degrees

Spherical Coordinates

• Longitude:

Degrees East or

West from the prime meridian

• Latitude: Degrees

North or South from the Equator

Longitude: -180

° to 180

°

-180

°

180

°

WEST -90

°

North

Pole

Prime

Meridian

0

°

90

°

EAST

Polar View

Longitude: 180

°

W to 180

°

E

180

°

W 180

°

E

WEST 90

°

W

Pole

Prime

Meridian

0

°

90

°

E EAST

Polar View

Longitude: 0

° to 360

°

180

°

270

°

Pole

Prime

Meridian

360

°

0

°

90

° EAST

Polar View

Latitude: 90

° to -90

°

90

°

~40

°

N

0

°

Equator

-90

°

Equatorial View

Latitude: 90

°

N to 90

°

S

90

°

0

°

Equator

-90

°

Equatorial View

Degrees, Minutes, Seconds

(DMS)

• Each degree contains 60 minutes

• Each minute contains 60 seconds

• 40 ° 31’ 21” North by 105 ° 5’ 39” West

• 40 31 21 N, 105 5 39 W

• 403121N, 1050539W

See the GNIS web site for coordinates of locations in the US

Geographic Accuracy in DMS

• The earth is about 40,000 km around

• 40,000 / 360 degrees ~

– 111 km/degree

• 111 km/degree / 60 minute/degree ~

– 1.85 km/minute

• 1.85 km/degree / 60 seconds/minute ~

0.03 km/second or 30 meters/second

• To maintain 1 meter accuracy we need to keep 2 digits after the seconds decimal!

Decimal Degrees

Location Longitude

Wagar 231 -105.082

°

New Belgium -105.069

°

Paris

2.2945

°

South Pole ?

Bird's Nest

(China)

116.391

°

Latitude

40.5750

°

40.5930

°

48.8582

°

-90

°

39.9915

°

Decimal Degrees

• The earth is about 40,000 km around

• 40,000 / 360 degrees ~

– 111 km/degree or 111,111 meters/degree

• To keep 1 meter accuracy we need to keep 6 or more digits after the decimal!

Finding Coordinates

• Go to: http://geonames.usgs.gov/

• Search for a name

• What format are the coordinates in?

• What is the accuracy of the data?

Converting Decimal Degrees to

DMS and back again

• Start with our Latitude: 40.5852778

°

N

– We know already there are 40 whole degrees

• Next we calculate the minutes

– 60 minutes/degree so...

– .5852778

° x 60 min/degree = 35.116668 min

• Last we calculate the seconds

– 60 seconds/minute so...

– .116668 min x 60 sec/min = 7.00 seconds

• ~ 40 °

35' 7 ” North Latitude

Projected Coordinate Systems

• Use projection to display 3 dimensional locations on to a surface in 2D

• Uses Cartesian coordinates (rectangular)

Cartesian Coordinates

(Rectangular)

• X,Y

• Easting, Northing

• Miles, Meters, Feet, Nautical Miles

Cogito Ergo

Sum

Y

North

X

East

Projections

• A projection is made by:

– Taking a 3 dimensional world and representing it in 2 dimensions.

http://welcome.warnercnr.colostate.edu/class_info/nr502/lg1/lg1_master.html

Projections

• Different orientations, different projections http://welcome.warnercnr.colostate.edu/class_info/nr502/lg1/lg1_master.html

Projections

Projections and Distortion

• Where the 2D surface touches the earth model there is no distortion

• Point of Tangency ~

• Line of Tangency ~ http://welcome.warnercnr.colostate.edu/class_info/nr502/lg1/lg1_master.html

Mercator Distortion

Projections

• There are hundreds of projections

• 98% of the time you will be using:

– Geographic (Un-Projected)

– Universal Trans-Mercator (UTM)

– State Plane

Global UTM Zones

UTM Coordinate Systems

• Universal Trans-Mercator Projection

– Line of tangency runs north south

• Broken up into 120 Zones

(60North/60South)

• Each zone has its own UTM projection with line of tangency running up the middle

• Minimizes distortion in each zone

• Units are in meters

UTM Zones ( Northern Hemisphere)

84

°

N Latitude

500,000 meters

X

Y

500,000 Easting (X)

4,000,000 Northing (Y)

Equator

Be careful!

• Don’t use “N” for “North” and “S” for

“South”. In UTM the “N” region is in the south and the “S” region is in the north!

• Use “North” and “South”

• Yes, ESRI uses “13N” for our region!

Global UTM Zones

US UTM Zones

State Plane

State Plane

• Each state has one or more zones

• Each zone has its own axes and origin

– May be based on different projections

• Zones usually by county boundaries

• Units are in feet

Reference System Standards

• European Petrolum Standards Group

– EPSG

• Well Known Text Form (WKT)

• Arc PRJ files

• Proj 4

GoogleMaps

• Uses Mercator Projection

How to Determine Projection

• Enter “GoogleMaps Projection” into

Google

GoogleEarth

What is a datum?

• According to the textbooks:

• "A geodetic datum is any numerical or geometrical quantity or set of such quantities that serves as a reference or base for other quantities." (James R. Smith,

1997, Introduction to Geodesy, page 83)

• Essentially a datum is a reference

Datum

• Shape of the earth

• Minor/Major Axis

• Spheroid Based

• Local Survey (Grid)

• North American Datum 1927 (NAD 27)

• North American Datum 1983 (NAD 83)

• World Geodetic System 1984 (WGS 84)

• High Accuracy Reference Network (HARN) http://www.ngs.noaa.gov/faq.shtml#WGS84

Earth is an oblate Spheroid

Datums

• There are hundreds of Datums

• If you only work in the US, 98% of the time you will be using:

– NAD 27

– NAD 83

– WGS 84

– HARN

Projections

• Area preserving projections

– UTM, Lambert Cylindrical Equal-Area

• Equidistant projections

– UTM, Geographic for North-South

• Conformal preserves local shapes

– UTM, Lambert Conformal conic

Appropriate Projections

Projection to Use

Albers Equal Area Conic

Universal Transverse

Mercator

State Plane Coordinate

System

Area/Location/Extent contiguous US state governments county and city governments

Cylindrical projection

Conical Projection low latitude areas mid-latitude areas

Planar/Azimuthal Projection polar regions

Conical Projection broad east-west area

Cylindrical projection broad north-south area

ArcLand Definitions

• Spatial Reference = Coordinate

Reference System (CRS)

• Horizontal Coordinate System

– Geographic Coordinate System

• Always Latitude/Longitude

– Projected Coordinate System

• UTM

• State Plane

• Etc.

• Bottom line: ESRI confuses, CRS,

Spatial Reference, Coordinate System, and Projection

Determining Spatial Reference

• “prj” files

– If missing, the data is not spatially referenced

– If exists look inside (scary!)

• ArcCatalog

– Navigate to the dataset

– Check the “Spatial” tab

• ArcMap

– Right click on the layer: Properties ->

Source

GeoReferencing: Unprojected

Defining Spatial Reference

• Must be based on pre-existing knowledge (i.e. don ’t guess)

• To determine:

– Check metadata,

– Talk to original creator

– Check against known CRS (last resort)

• To define:

– ArcToolBox:

• Data Management Tools ->

• Projections and Transforms ->

• Define Projection

GeoReferencing: Geographic

GeoReferencing: Projected

Projecting

• ArcMap: Toolbox

– Accessible from ArcMap or :

• Data Management Tools ->

• Projections and Transforms ->

• Feature ->

• Project

– Select a “Geographic Transformation” if needed

Projecting

Spatial Reference

Really Important:

• All spatial data is in a reference system

• NOT ALL DATA HAS A DEFINED

REFERENCE SYSTEM!

– To keep from ending up with major problems you need to make sure all your data has a

DEFINED REFERENCE SYSTEM

• To check: ArcMap: Properties -> Source

• To define: Toolbox: Data Management Tools ->

Projections and Transformations -> Define

Projection

• To change: Toolbox: Data Management Tools ->

Projections and Transformations ->

GIS Definitions

• Geo-referencing:

– Defining the position of something on the earth.

Must include coordinates, projection, datum.

• Projection:

– How geographic data is translated to be on a plane

• Datum:

– How coordinates are referenced (shape of the earth)

• Coordinate System:

– How points are interpreted (i.e. rectangular, spherical)

• Coordinate Reference System (CRS):

– A specific projection and datum

PRJ file

• GEOGCS["GCS_WGS_1984",

– DATUM["D_WGS_1984",

• SPHEROID["WGS_1984",

– 6378137.0,298.257223563]],

– PRIMEM["Greenwich",0.0],

– UNIT["Degree",0.0174532925199433]]

PRJ File 2

• PROJCS["WGS_1984_UTM_Zone_13N"

– GEOGCS["GCS_WGS_1984”…

• PROJECTION["Transverse_Mercator"],

• PARAMETER["False_Easting",500000],

• PARAMETER["False_Northing",0],

• PARAMETER["Central_Meridian",-105],

• PARAMETER["Scale_Factor",0.9996],

• PARAMETER["Latitude_Of_Origin",0],

• UNIT["Meter",1]]

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