CEE 795 Water Resources Modeling and GIS - PowerPoint PPT Presentation

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CEE 795 Water Resources Modeling and GIS

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CEE 795 Water Resources Modeling and GIS Lecture 5: DEM Processing and Watershed Delineation (some material from Dr. David Maidment, University of Texas and Dr. David ... – PowerPoint PPT presentation

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Title: CEE 795 Water Resources Modeling and GIS


1
CEE 795Water Resources Modeling and GIS
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
  • Learning Objectives
  • Perform raster based network delineation from
    digital elevation models
  • Perform raster based watershed delineation from
    digital elevation models

Handouts
Assignments Exercise 4
2
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

3
Watershed Delineation by Hand Digitizing
Study Area in West Austin with a USGS 30m DEM
from a 124,000 scale map
Watershed divide
Drainage direction
Outlet
ArcHydro Page 57
4
DEM Elevations
720
720
Contours
740
720
700
680
680
700
720
740
5
Hydrologic Slope - Direction of Steepest Descent
30
30
Slope
ArcHydro Page 70
6
Eight Direction Pour Point Model
ESRI Direction encoding
ArcHydro Page 69
7
Flow Direction Grid
ArcHydro Page 71
8
Flow Direction Grid
9
Grid Network
ArcHydro Page 71
10
Flow Accumulation Grid. Area draining in to a
grid cell
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Link to Grid calculator
ArcHydro Page 72
11
Contributing Area Grid
TauDEM convention. The area draining each grid
cell including the grid cell itself.
12
Flow Accumulation gt 5 Cell Threshold
13
Stream Network for 5 cell Threshold Drainage Area
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14
Streams with 200 cell Threshold(gt18 hectares or
13.5 acres drainage area)
15
Watershed Outlet
16
Watershed Draining to This Outlet
17
Watershed and Drainage Paths Delineated from 30m
DEM
Automated method is more consistent than hand
delineation
18
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

19
Pit Filling
  • Increase elevation to the pour point elevation
    until the pit drains to a neighbor

20
(No Transcript)
21
Burning In the Streams
? 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


22
AGREE Elevation Grid Modification Methodology
23
Stream Segments
24
Stream Links in a Cell Network
5
5
ArcHydro Page 74
25
Stream links grid for the San Marcos subbasin
201
172
202
203
206
204
Each link has a unique identifying number
209
ArcHydro Page 74
26
Vectorized Streams Linked Using Grid Code to Cell
Equivalents
Vector Streams
Grid Streams
ArcHydro Page 75
27
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
28
Catchments for Stream Links
Same Cell Value
29
Raster Zones and Vector Polygons
One to one connection
30
Catchments
  • For every stream segment, there is a
    corresponding catchment
  • Catchments are a tessellation of the landscape
    through a set of physical rules

31
Catchments, DrainageLines and DrainagePoints of
the San Marcos basin
ArcHydro Page 75
32
Adjoint catchment the remaining upstream area
draining to a catchment outlet.
ArcHydro Page 77
33
Catchment, Watershed, Subwatershed.
Subwatersheds
Catchments
Watershed
Watershed outlet points may lie within the
interior of a catchment, e.g. at a USGS
stream-gaging site.
ArcHydro Page 76
34
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)

35
Delineation of Channel Networks and Subwatersheds
500 cell theshold
1000 cell theshold
36
100 grid cell constant support area threshold
stream delineation
37
200 grid cell constant support area based stream
delineation
38
How to decide on support area threshold ?
Why is it important?
39
Examples of differently textured topography
Badlands in Death Valley.from Easterbrook, 1993,
p 140.
Coos Bay, Oregon Coast Range. from W. E. Dietrich
40
Logged Pacific Redwood Forest near Humboldt,
California
41
Topographic Texture and Drainage Density
Same scale, 20 m contour interval
Driftwood, PA
Sunland, CA
42
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.
  • Lets look at some geomorphology.
  • Drainage Density
  • Hortons Laws
  • Slope Area scaling
  • Stream Drops

43
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

44
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

45
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