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CEE 795 Water Resources Modeling and GIS Learning Objectives: Perform raster based network delineation from digital elevation models Perform raster based watershed delineation from digital elevation models Handouts: Assignments: Exercise #4 Lecture 5: DEM Processing and Watershed Delineation (some material from Dr. David Maidment, University of Texas and Dr. David Tarboton, Utah State University) February 13, 2006
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Duality between Terrain and Drainage Network Flowing water erodes landscape and carries away sediment sculpting the topography Topography defines drainage direction on the landscape and resultant runoff and streamflow accumulation processes
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Watershed Delineation by Hand Digitizing Watershed divide Drainage direction Outlet ArcHydro Page 57 Study Area in West Austin with a USGS 30m DEM from a 1:24,000 scale map
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DEM Elevations Contours 720 700 680 740 680700720740 720
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807463 696756 605248 807463 696756 605248 30 Slope: Hydrologic Slope - Direction of Steepest Descent 30 ArcHydro Page 70
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32 16 8 64 4 128 1 2 Eight Direction Pour Point Model ESRI Direction encoding ArcHydro Page 69
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22448 1216 12484 1281248 21444 11 Flow Direction Grid 32 16 8 64 4 128 1 2 ArcHydro Page 71
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Flow Direction Grid 32 16 8 64 4 128 1 2
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Grid Network ArcHydro Page 71
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00000 0 0 0 0 0 0 0 0 032 2 11 1 1 15 25 24 1 00 0 00 0 0 0 0 0 0 0 0 0 322 11 1 1 1 2 15 245 Flow Accumulation Grid. Area draining in to a grid cell LinkLink to Grid calculator ArcHydro Page 72
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Contributing Area Grid 11111 1 1 1 1 1 1 1 1 143 3 12 2 2 3 2 16 6 25 11 1 11 1 1 1 1 1 1 1 1 1 433 12 2 2 2 3 16 256 TauDEM convention. The area draining each grid cell including the grid cell itself.
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00 0 00 0 0 0 0 0 0 0 0 0 322 11 1 1 1 2 15 245 Flow Accumulation > 5 Cell Threshold
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Stream Network for 5 cell Threshold Drainage Area 00000 0 0 0 0 0 0 0 0 032 2 11 1 1 15 25 24 1
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Streams with 200 cell Threshold (>18 hectares or 13.5 acres drainage area)
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Watershed Outlet
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Watershed Draining to This Outlet
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Watershed and Drainage Paths Delineated from 30m DEM Automated method is more consistent than hand delineation
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The Pit Removal Problem DEM creation results in artificial pits in the landscape A pit is a set of one or more cells which has no downstream cells around it Unless these pits are removed they become sinks and isolate portions of the watershed Pit removal is first thing done with a DEM
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Increase elevation to the pour point elevation until the pit drains to a neighbor Pit Filling
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+ = Take a mapped stream network and a DEM Make a grid of the streams Raise the off-stream DEM cells by an arbitrary elevation increment Produces "burned in" DEM streams = mapped streams “Burning In” the Streams
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AGREE Elevation Grid Modification Methodology
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00000 0 0 0 0 0 0 0 0 032 2 11 1 1 15 25 24 1 Stream Segments
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5 5 1 1 1 3 2 2 3 3 4 4 4 4 4 5 5 6 6 6 Stream Links in a Cell Network ArcHydro Page 74
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Stream links grid for the San Marcos subbasin 172 201 204 202 206 203 209 Each link has a unique identifying number
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Vectorized Streams Linked Using Grid Code to Cell Equivalents Vector Streams Grid Streams ArcHydro Page 75
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DrainageLines are drawn through the centers of cells on the stream links. DrainagePoints are located at the centers of the outlet cells of the catchments ArcHydro Page 75
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Same Cell Value Catchments for Stream Links
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Raster Zones and Vector Polygons Catchment GridID Vector Polygons DEM GridCode Raster Zones 3 4 5 One to one connection
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Catchments For every stream segment, there is a corresponding catchment Catchments are a tessellation of the landscape through a set of physical rules
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Catchments, DrainageLines and DrainagePoints of the San Marcos basin ArcHydro Page 75
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Adjoint catchment: the remaining upstream area draining to a catchment outlet. ArcHydro Page 77
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Catchment, Watershed, Subwatershed. ArcHydro Page 76 Watershed outlet points may lie within the interior of a catchment, e.g. at a USGS stream-gaging site. Catchments Subwatersheds Watershed
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Summary of Key Processing Steps [DEM Reconditioning] Pit Removal (Fill Sinks) Flow Direction Flow Accumulation Stream Definition Stream Segmentation Catchment Grid Delineation Raster to Vector Conversion (Catchment Polygon, Drainage Line, Catchment Outlet Points)
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Delineation of Channel Networks and Subwatersheds 500 cell theshold 1000 cell theshold
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100 grid cell constant support area threshold stream delineation
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200 grid cell constant support area based stream delineation
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How to decide on support area threshold ? AREA 1 AREA 2 3 12 Why is it important?
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Examples of differently textured topography Badlands in Death Valley. from Easterbrook, 1993, p 140. Coos Bay, Oregon Coast Range. from W. E. Dietrich
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Logged Pacific Redwood Forest near Humboldt, California
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Topographic Texture and Drainage Density Same scale, 20 m contour interval Sunland, CA Driftwood, PA
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Lets look at some geomorphology. Drainage Density Horton’s Laws Slope – Area scaling Stream Drops “landscape dissection into distinct valleys is limited by a threshold of channelization that sets a finite scale to the landscape.” (Montgomery and Dietrich, 1992, Science, vol. 255 p. 826.) Suggestion: One contributing area threshold does not fit all watersheds.
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Suggestion: Map channel networks from the DEM at the finest resolution consistent with observed channel network geomorphology ‘laws’. Look for statistically significant break in constant stream drop property Break in slope versus contributing area relationship Physical basis in the form instability theory of Smith and Bretherton (1972), see Tarboton et al. 1992
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Summary Concepts The eight direction pour point model approximates the surface flow using eight discrete grid directions The elevation surface represented by a grid digital elevation model is used to derive surfaces representing other hydrologic variables of interest such as –Slope –Flow direction –Drainage area –Catchments, watersheds and channel networks
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Are there any questions ? AREA 1 AREA 2 3 12
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