Coordinate Systems and Datum Transformations in Action

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Presentation transcript:

Coordinate Systems and Datum Transformations in Action July 12, 2011 Coordinate Systems and Datum Transformations in Action Melita Kennedy, Geri Pepe

Note: Presentation will be available on the Proceedings CD Objectives Coordinate systems Geographic versus projected Project considerations ‘Gotchas’ Identifying an unknown coordinate system Learn about the spatial reference Storage and processing parameters Setting appropriate values Picking a geographic/datum transformation Note: Presentation will be available on the Proceedings CD

Coordinate systems

Geographic coordinate system

Geographic coordinate system (gcs, geogcs) Name Datum Spheroid Prime Meridian Angular unit of measure

Geographic coordinate system (gcs, geogcs) Name (European Datum 1950) Datum (European Datum 1950) Spheroid (International 1924) Prime Meridian (Greenwich) Angular unit of measure (Degrees)

Projected coordinate system Linear units Lengths, angles, and areas are constant Shape, area, and distance may be distorted X - Y + X + Y - X Data usually here Y

Projected coordinate system (pcs, projcs) Name GCS Map projection Projection parameters Linear unit of measure

Projected coordinate system (pcs, projcs) Name (NAD 1983 UTM Zone 11N) GCS (NAD 1983) Map projection (Transverse Mercator) Projection parameters (central meridian, latitude of origin, scale factor, false easting, false northing) Linear unit of measure (Meters)

Demonstrations Geographic versus projected Identifying unknown data Working with geographic transformations

Key questions before starting a project Purpose or uses Area of interest For local datasets, use projected coordinate systems For global/small scale use geographic coordinate systems Required accuracy Characteristics and attributes Raster/vector Point/line/polygon Distances/areas/??

Choosing the right coordinate system What does your boss think? What are other government agencies/partners using? For what purposes are the data going to be used? Minimize projecting data on the fly Impacts performance

Coordinate system gotchas Defining a coordsys updates the metadata ONLY Doesn’t affect the coordinate values Define data in its current coordinate system, then project Datum transformations are important! Omit or choose the wrong one—up to 200 m Multiple ones exist—up to you to decide which one is best See Knowledge Base article #21327

Another gotcha Raster and CAD data may need georeferenced 5,5 432619, 3877223 0,0 432499, 3877103 NAD83 UTM 11N

Unknown coordinate system

Unknown coordinate systems ALWAYS define the coordinate system Good professional practice—help your successor Units are unknown Map scale is incorrect Geodatabase tools can’t use default values

What if I don’t know my data’s coordinate system? Check the data provider or source Check any existing metadata Similar data types What coordinate systems are used in the area? http://www.epsg.org http://www.epsg-registry.org

What if I don’t know my data’s coordinate system? Try using ArcMap to figure it out See Article ID #: 24893 HowTo:  Identify an unknown coordinate system using ArcMap Live Training Seminar (free) Working with Map Projections and Coordinate Systems in ArcGIS http://training.esri.com/acb2000/showdetl.cfm?did=6&Pr oduct_id=826&2

Familiarize yourself with common coordinate systems Know what coordsys are used in your area of interest Learn what the layer extents should be San Diego, California NAD 1983 X / longitude Y / latitude Geographic -116.67 ° 33 ° UTM zone 11N 530,000 m 3,650,000 m State Plane (CA zone 6) 1,960,000 m 593,000 m

Real world example Longitude: -88.365934 Latitude: 28.738369 Calculated NAD 27 XY Coords: Longitude: 10431702.916855 Latitude: 1202802.892336

What do you know? decimal degrees Longitude: -88.365934 Latitude: 28.738369 Calculated NAD 27 XY Coords: Longitude: 10431702.916855 Latitude: 1202802.892336

What do you know? In the U.S. decimal degrees Longitude: -88.365934 Latitude: 28.738369 Calculated NAD 27 XY Coords: Longitude: 10431702.916855 Latitude: 1202802.892336

What do you know? In the U.S. decimal degrees Longitude: -88.365934 Latitude: 28.738369 Calculated NAD 27 XY Coords: Longitude: 10431702.916855 Latitude: 1202802.892336 NAD27

What do you know? In the U.S. decimal degrees Longitude: -88.365934 Latitude: 28.738369 Calculated NAD 27 XY Coords: Longitude: 10431702.916855 Latitude: 1202802.892336 NAD27 No units

What do you know? In the U.S. decimal degrees Longitude: -88.365934 Latitude: 28.738369 Calculated NAD 27 XY Coords: Longitude: 10431702.916855 Latitude: 1202802.892336 NAD27 No units X or Y?

Demonstrations Geographic versus projected Identifying unknown data Working with geographic transformations

The spatial reference

Spatial reference Coordinate system (projection) Tolerance Resolution Domain (extent) Cannot be changed!

Tolerance Stored as part of feature class schema Used throughout the software Map’s spatial reference Spatial selections/queries Topology Geoprocessing Define the tolerance based on data accuracy, not storage accuracy

Resolution and spatial domain Domain and resolution are complementary properties i.e., increase in resolution results in decrease in domain extent Domain defined using the valid extent of the horizontal coordinate system Resolution increases

Resolution ArcGIS supports resolutions < 1 micrometer Varies slightly by coordinate system Why don’t we just use the minimum resolution? Performance Impact Storage cost Processing performance Our default (1/10 mm) balances storage precision and performance Defaults should be used in most cases

Geographic (datum) transformations

Geographic transformations Convert between two geographic coordinate systems Offsets can be significant San Diego, California Geographic Longitude Latitude NAD 1927 -116.6691455° 32.9999533° NAD 1983 -116.6700000° 33.0000000° NAD 1983 HARN -116.6700004°

Warning: different geographic coordinate system…

Demonstrations Geographic versus projected Identifying unknown data Working with geographic transformations

Wrap-up

Workshop evaluation www.esri.com/sessionevals

Where to find help Projection team schedule Geodatabase Management Island Tuesday 9 am – 3 pm, 4:30 pm – 6 pm Wednesday 9 am – 3 pm, 5 pm – 6 pm Thursday 9 am – 1:30 pm (Weds 10 am – 12 pm: all members of projection team)

More information Don't forget the Knowledge Base! http://support.esri.com 23025, 29129, 24893, 29035, 17420 ESRI forums for user-to-user help http://forums.arcgis.com Virtual Campus http://campus.esri.com Live Training Seminar and Course http://www.epsg.org Database of coordinate systems & datums Guidance Note 7

Books, etc. Maher. Lining Up Data in ArcGIS Meyer. Introduction to Geometrical and Physical Geodesy. Snyder. Map Projections: A Working Manual http://pubs.er.usgs.gov/djvu/PP/PP_1395.pdf Flacke & Kraus. Coordinate systems in ArcGIS Snyder & Voxland. An Album of Map Projections. USGS PP 1453 http://infotrek.er.usgs.gov/pubs Iliffe. Datums and Map Projections