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Material Type: Notes; Class: Geographic Information Systems; Subject: Crop & Soil Sciences; University: Cornell University; Term: Unknown 1989;
Typology: Study notes
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Geographic Information Systems Lecture 12: – Continuous Fields– Surface Analysis**Bolstad, Chap 11
Continuous entity
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Infinite number of points– Must use a subset of points in practice– Interpolate, at least to some level
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Often synonymous with elevation (terrain) surface
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Profile
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Terrain derivatives– Slope gradient– Slope azimuth (deg), aspect (dir)– Slope curvature– Terrain ruggedness, surface roughness– Topographic indices
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Surface water flow, watersheds– Flow direction– Flow accumulation
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Line of sight, viewshed
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Illumination, shaded relief
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Cut/Fill volume
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“Fly-throughs,” drapes
(distance weighted average)
Fig 4-31Bolstad
Change in elevation– “rise over the run”– Calculated in percent, or degrees
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Generally calculated using a 3x3 moving window– 8 neighboring cell elevations subtracted from center
cell and divided by distance
Other methods of calculation– 4 neighboring cells (rook’s case)– 3
rd
order finite difference
Percent to degrees– tan
(% slope/100) = slope gradient in degrees
Used in calculating heat load
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Aspect is “folded” such that it runs from 0 to 180and back down
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Highest value set to the aspect that receives themost solar energy
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Northern hemisphere example:FA = 180° – ||aspect – 45°| – 180°|– Southwest = 180 °, Northeast = 0 °
Plan v. Profile Curvature
Concave (-) v. Convex (+)
Runoff measures downhill flow of water
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Watershed – the area of land that accumulatesand transmits precipitation input to a water body
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In theory, any water that falls in a givenwatershed will end up in that watershed’s waterbody (or evaporated or transpired…)
Fill depressions (sinks)
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Calculate flow direction for each cell
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Calculate flow accumulation
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Delineate watershed
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Flow accumulation can be usedto create a stream network
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The accumulated flow is basedupon the number of cells flowinginto each cell
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Output cells with a flowaccumulation of 0 are localtopographic highs:- Used to identify ridge lines, orwatershed divides.
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Assumes that all precipitation isrunoff, and there is nointerception, evapotranspiration,or loss to groundwater.