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Published byBruce Patrick Hensley Modified over 9 years ago
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Lecture 4 Understanding Coordinate Systems
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Geographic Coordinate systems GCS Spherical Ellipsoidal Curved
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Projected coordinate systems GCS PCS (PCS) 2D Flat Planar Cartesian
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GCS has angular units of measure Degrees 360 per circle Decimal degrees Degree, minute, second Radians 2 pi per circle ~6.3 per circle (~57 degrees each) Gradian 400 per circle Gon Same as gradians To some grad = degree
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X - Y + X + Y + X - Y - X + Y - X Data usually here Y PCS has linear units of measure Linear units Meters Feet X and Y coordinates Length, angles, and areas are constant
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Map projection Math to transform GCS
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Map projection Plate Carrée projection Math to transform GCS to PCS Flattening the earth – round to flat Distortions make geographers SADD Shape, Area, Distance, and Direction
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PCS properties example Name – NAD 1983 UTM Zone 11N GCS – NAD 1983 Map Projection – Mercator Projection parameters Central meridian, latitude of origin, scale factor, false easting Linear unit of measure (i.e., meters)
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Geographic coordinate systems Mathematical model of a planetary body - spheroid Parameters describe the spheroid shape Smooth, without imperfections GCS for earth, planets, and more EarthMarsIO
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GCS properties Spheroid Major and minor axis Units (lat/long, radians, grads)
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GCS properties Spheroid Major and minor axis Units (lat/long, radians, grads) Datum Spheroid’s position in relation to actual earth Local datum: spheroid touches edge of earth, good fit there Great fit here Bad fit here Local datum
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GCS properties Spheroid Major and minor axis Units (lat/long, radians, grads) Datum Spheroid’s position in relation to actual earth Local datum: spheroid touches edge of earth, good fit there Earth-centered: spheroid and earth center match Great fit here Bad fit here Local datum All around best fit for the entire planet Earth-centered datum
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GCS properties example Name European Datum 1950 Datum European Datum 1950 Spheroid International 1924 Prime Meridian Greenwich Angular unit of measure Degrees
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GCS with a local datum Spheroid
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GCS with a local datum Datum Spheroid’s position in relation to actual earth
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GCS with a local datum Datum Spheroid’s position in relation to actual earth
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GCS with a local datum Datum Spheroid’s position in relation to actual earth
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GCS with a local datum Datum Spheroid’s position in relation to actual earth
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GCS with a local datum Datum Spheroid’s position in relation to actual earth
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GCS with a local datum Datum Spheroid’s position in relation to actual earth Local datum: spheroid touches edge of earth, good fit there Bad fit on the other side
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GCS with an Earth Centered datum Spheroid
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GCS with an Earth Centered datum Datum Spheroid’s center matched to earth center
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GCS with an Earth Centered datum Datum Spheroid’s center matched to earth center
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GCS with an Earth Centered datum Datum Spheroid’s center matched to earth center
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GCS with an Earth Centered datum Datum Spheroid’s center matched to earth center
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GCS with an Earth Centered datum Datum Spheroid’s center matched to earth center
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GCS with an Earth Centered datum Datum Spheroid’s center matched to earth center Best fit all around the earth
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As measurement gets better, new GCS are defined NAD27 – parameters defined in 1866 (log tables) NAD83 – parameters defined in 1979 (pre-GPS) WGS84 – parameters defined in 1984 (GPS) Common GCS parameters in use today (US) North American Datum 1927 North American Datum 1983 World Geodetic Survey 1984
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Warning: different geographic coordinate system…
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Geographic transformation Math to transform from one GCS to another NAD 27 34 Degrees 3 Minutes 23.1 Seconds North ESRI-Redlands 117 Degrees 11 Minutes 39.2 Seconds West
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Geographic transformation Math to transform from one GCS to another Changing GCS changes the lat/long for same point The same spot on earth has differing coordinates NAD 27NAD 83 34 Degrees 3 Minutes 23.14 Seconds North ESRI-Redlands 117 Degrees 11 Minutes 42.36 Seconds West 34 Degrees 3 Minutes 23.1 Seconds North ESRI-Redlands 117 Degrees 11 Minutes 39.2 Seconds West
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ArcMap’s GCS and PCS behavior Data frame - has both Spatial data - has GCS, may have PCS Metadata - prj, XML, mdb, or none Tools that help
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On-the-fly projection ArcMap data frames have a GCS and a PCS You should set them If not set, data frames take first layer’s GCS/PCS Data frame: Bonne PCS
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On-the-fly projection ArcMap data frames have a GCS and a PCS You should set them If not set, data frames take first layer’s GCS/PCS If needed, new layers are projected on-the-fly (to match) If no CS metadata, new layer cannot be projected on- the-fly Input layer: Robinson PCSData frame: Bonne PCS ArcMap projects data on-the-fly into a data frame
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GCS and PCS metadata for spatial data Stored in internal geodatabase tables Stored in projection files Shapefiles can have a.prj text file (e.g., streets.prj) Coverages can have a prj.adf text file (e.g., /rivers/prj.adf) Stored optionally in XML files created by ArcCatalog Non-native ESRI datasets use various other formats
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Warning! GCS and PCS metadata is NOT required You might get data that is missing its coordinate system metadata If researched and discovered, you can add it If not, use Spatial Adjustment to move the data into place
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Spatial reference problems and solutions ProblemSolution You know the coordinate system information, but it is missing Define Projection tool The PCS is defined correctly, but is not the one you need Project tool or data frame project on-the-fly The GCS is defined, but it is not NAD27 or NAD83 Project tool or set a geographic transformation in the data frame properties
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