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Location Reference Systems
GTECH 201 Lecture 06
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Flattening the Earth
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Historical Projections
Marinus Ptolemy Mercator
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Distortions Shape Area Distance Direction
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Preserving Properties
If two properties are to be preserved then one is always direction These properties are incompatible:
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Shape Property Conformal Non-conformal
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Area Property
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Distance Property
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Direction Property
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Direction Property Mercator with rhumb line or loxodrome
Azimuthal map with shortest distance
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Tissot Indicatrices
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Distortions Mercator Sinusoidal Equal-area cylindrical Robinson
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Cylindrical Projections
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Conic Projections
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Planar Projections
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Refining Map Projections
Transverse Mercator Lambert conformal conic Albers equal area conic Lambert azimuthal equal area
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Equatorial (normal) Aspect
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Transverse Aspect
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Oblique Aspect
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Aspects for Planar Projections
Polar Gnomic Stereographic Orthographic
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Aspects for Planar Projections
Equatorial Aspect Gnomic Stereographic Orthographic
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Aspects for Planar Projections
Oblique Aspect Gnomic Stereographic Orthographic
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Aspects for Conic Projections
Normal aspect
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Polyconic Projection Hassler, 1820s US Coastal Survey
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Perspective Position of the light source
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Perspectives
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Other Perspective Projections
Lambert cylindrical equal area
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Classifying Projections
Cylindrical and pseudo-cylindrical
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Classifying Projections
Conic and pseudo-conic
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Classifying Projections
Planar and modified planar
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Classifying Projections
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Classifying Projections
Cylindrical straight parallels; straight meridians Pseudo-cylindrical straight parallels, curved meridians Conic partial concentric circles for parallels; straight meridians Pseudo-conic partial concentric circles for parallels; curved meridians Planar Concentric circles for parallels; straight meridians Modified planar No common appearance of parallels and meridians
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Projections Parameters
Angular parameters Central meridian Latitude of origin Standard parallel Latitude of center Central parallel Linear parameters False easting False northing Scale factor
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Origin of X, Y Coordinates
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Central Parallel
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False Easting/northing
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Scale Mercator UTM
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Choosing a Map Projection
Conformal (shape-preserving) maps Topographic and cadastral Navigation Civil engineering Weather
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Choosing a Map Projection
Area-preserving maps Population density Land use Quantitative attributes
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Choosing a Map Projection
Scale-preserving maps no map preserves true distance for all measurements Airline distances Distance from epicenter of an earthquake Cost calculations
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Rules of Thumb
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Rules of Thumb
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Rules of Thumb
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Coordinate Systems Two ways to identify a position on a plane
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Coordinate Systems .. and on a sphere
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Geographic Coordinate Systems
Latitude and longitude defined on a sphere
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Geographic Coordinate Systems
Latitude defined on a spheroid (longitude is as on a sphere)
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Components of a GCS An angular unit of measure A prime meridian
A datum, which includes a spheroid
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Planar Coordinate Systems
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Cartesian Coordinates
Calculate distance A-B
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Universal Transverse Mercator
UTM zones
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UTM Zones .. as seen from the North Pole
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UTM Projections Each zone uses a custom Transverse Mercator projection with its own central meridian
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Universal Polar Stereographic
Fills the holes of UTM in polar regions
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State Plane Coordinate System
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SPC N-S zones use Transverse Mercator
E-W zones use Lambert Conformal Conic Maximal scale error is 1:10,000 NAD27 or NAD83 datum
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Public Land Survey System
PLS are shown in purple
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PLS It is used to locate areas, not points
It is not rigorous enough for spatial analysis like the calculation of distance or direction It is not a grid imposed on a map projection (a system invented in a room), but lines measured on the ground by surveyors
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PLS Meridians and Baselines
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PLS Area Unit Hierarchy
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PLS Township Sections A township is divided into 36 sections, each a square mile (640 acres) A section is divided into 160-acre quarters, which can be further divided into halves, quarters, and so on
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