Digital Elevation Model Based Watershed and Stream Network Delineation

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Presentation transcript:

Digital Elevation Model Based Watershed and Stream Network Delineation Reading https://pro.arcgis.com/en/pro-app/tool-reference/spatial-analyst/an-overview-of-the-hydrology-tools.htm How to use Understanding

Topography defines watersheds which are fundamentally the most basic hydrologic landscape elements.

Learning Objectives To be able to delineate watersheds as the basic hydrologic model elements from Digital Elevation Models using Geographic Information Systems tools and to use this information in Hydrologic Analyses Explain the basic concepts involved in the terrain flow information model Identify and fill sinks in a small digital elevation model Calculate hydrologic slope in the direction of steepest descent and the eight direction pour point model flow direction Calculate flow accumulation as the number of grid cells draining into a grid cell Identify a stream network raster based on grid cells exceeding a flow accumulation threshold Describe the sequence of steps involved in mapping stream networks, catchments and watersheds in preparation for learning how to actually do this in the next exercise

Outline DEM Pit removal Flow direction field derivation Flow Accumulation Channels and Watersheds Raster to Vector Connection Using vector stream information DEM Conditioning Hydrologic Terrain Analysis Software

The starting point: a grid digital elevation model (DEM) 720 720 Contours 740 720 700 680 740 720 700 680

Channels, Watersheds, Flow Related Terrain Information The terrain flow information model for deriving channels, watersheds, and flow related terrain information. Raw DEM Pit Removal (Filling) Channels, Watersheds, Flow Related Terrain Information Flow Field This slide shows the general model for deriving flow field related derivative surfaces from digital elevation data. The input is a raw digital elevation model, generally elevation values on a grid. This is basic information used to derive further hydrology related spatial fields that enrich the information content of this basic data. The first step is to remove sinks, either by filling, or carving. Then a flow field is defined. This enables the calculation of flow related terrain information. My focus has been on flow related information working within this framework. I try to leave other GIS functionality, like radiation exposure, line of sight analyses and visualization to others. I have distributed my software in ways that it easily plugs in to mainstream systems, such as ArcGIS to enhance ease of use. Watersheds are the most basic hydrologic landscape elements

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

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

The lowest grid cell adjacent to a pit Pit Filling Original DEM Pits Filled Pits Pour Points Grid cells or zones completely surrounded by higher terrain The lowest grid cell adjacent to a pit

D8 Flow Direction Model - Direction of steepest descent 80 74 63 69 67 9/18/2018 D8 Flow Direction Model - Direction of steepest descent 80 74 63 69 67 56 60 52 48 30 32 16 8 64 4 128 1 2 Slope = Drop/Distance Steepest down slope direction

Eight Direction (D8) Flow Model 32 16 8 64 4 128 1 2 2 4 8 1 16

Flow Direction Grid 32 16 8 64 4 128 1 2

Grid Network

Flow Accumulation Grid. Area draining in to a grid cell 1 2 10 4 14 19 1 2 10 14 4 19

Stream Definition Stream Network for 10 cell Threshold Drainage Area Flow Accumulation > 10 Cell Threshold 1 2 10 4 14 19 1 2 4 10 14 19

The area draining each grid cell includes the grid cell itself. TauDEM contributing area convention. 1 2 3 11 5 15 20 1 2 3 11 5 25 15 The area draining each grid cell includes the grid cell itself.

ArcGIS and TauDEM flow direction encodings 9/18/2018 ArcGIS and TauDEM flow direction encodings 32 16 8 64 4 128 1 2 4 5 6 3 7 2 1 8 ArcGIS TauDEM

Watershed Draining to Outlet Watershed mapped as all grid cells that drain to an outlet Streams mapped as grid cells with flow accumulation greater than a threshold

Watershed and Stream Grids Watershed mapped as all grid cells that drain to an outlet Streams mapped as grid cells with flow accumulation greater than a threshold

Stream Segments Each link has a unique identifying number 201 172 202 203 206 204 209 Each link has a unique identifying number ArcHydro Page 74 Maidment, D. R., ed. (2002), Arc Hydro GIS for Water Resources, ESRI Press, Redlands, CA, 203 p.

Vectorized Streams Linked Using Grid Code to Cell Equivalents ArcHydro Page 75

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

Catchments For every stream segment, there is a corresponding catchment Catchments are a tessellation of the landscape through a set of physical rules

Raster Zones and Vector Polygons One to one connection DEM GridCode Raster Zones 3 4 5 Catchment GridID Vector Polygons

Catchments, DrainageLines and DrainagePoints of the San Marcos basin ArcHydro Page 75

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

Using Vector Stream Information “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 + =

AGREE Elevation Grid Modification Methodology – DEM Reconditioning

Carving Lower elevation of neighbor along a predefined drainage path until the pit drains to the outlet point

Carving Original DEM Carved DEM Pits Carve outlets Elevations are filled to that of the pools pour point Pits Carve outlets

Filling Minimizing Alterations Carving

Minimizing DEM Alterations Original DEM Optimally adjusted Carved Elevations are filled to that of the pools pour point Pits Filled

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)

Hydrologic Terrain Analysis Software ArcGIS Online Hydro ArcGIS Hydrology Tools ArcHydro TauDEM TauDEM CyberGIS App [RiverTools] [GRASS]

ArcGIS Pro Ready to Use Tools

ArcGIS Hydrology Toolset

ArcHydro http://resources.arcgis.com/en/communities/hydro/

TauDEM http://hydrology.usu.edu/taudem/ 9/18/2018 Stream and watershed delineation Multiple flow direction flow field Calculation of flow based derivative surfaces MPI Parallel Implementation for speed up and large problems Open source platform independent C++ command line executables for each function Deployed as an ArcGIS Toolbox with python scripts that drive command line executables CSDMS Cluster Implementation Open Topography implementation CyberGIS Implementation http://hydrology.usu.edu/taudem/

Workflow to automatically generate stream network upstream of outlet

Catchments linked to Stream Network The starting point for catchment based distributed hydrologic modeling

Edge contamination Edge contamination arises when a contributing area value depends on grid cells outside of the domain. This occurs when drainage is inwards from the boundaries or areas with no data values. The algorithm recognizes this and reports "no data" resulting in streaks of "no data" values extending inwards from boundaries along flow paths that enter the domain at a boundary.

TauDEM in CyberGIS http://gateway.cigi.illinois.edu/ Analysis submitted Analysis running Results data created Results Ready

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 Software as a service approach is moving functionality into the cloud