GIS In Maryland Ken Miller Director, Watershed Information Services.
Watershed Analysis and A Look Ahead - GIS Courses
Transcript of Watershed Analysis and A Look Ahead - GIS Courses
Specific Storm Flow to Grate
What data do you need?
• Watershed boundaries for each storm sewer
• Net flow generated from each point across the landscape
Tools/steps: See ArcGIS help• partially fill DEM to remove “error” sinks - there
are real sinks, so don’t overfill• calculate flow direction, flow accumulation, flow
lines, watersheds. Note you will have to move some of the grates/pourpoints to flow lines because of DEM/image mismatch
• subtract canopy interception from rainfall (raster calculator)
• calculate soil/surface absorption for walking areas (0 for impervious, from function for soils)
• weighted flow accumulation• aggregation along connected flow lines• repeat for different storms, surface conditions
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Hydrologic Processing•Fill (perhaps iterate); start with a small z-limit (0.15 m or so)
•Flow Direction •Sink •Flow Accumulation •Threshold, to identify flow lines
•Review, modify pour points to move near flow lines
•Snap Pour Points •Watershed •Review, and iterate steps as needed
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Fill Results• After applying fill,
subtract original from fill (raster calculator)
• display and recolor to identify filled areas (classified symbology, no color to 0, red to all others)
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Flow Accumulation - symbology classificationReclassify symbology (not to layer), to show flow paths….no color to lowest flow accumulation category
No Color
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Snap Pour PointsSet small snap distance, 1 to 2 meters - if doesn’t work, manually edit input pour point layer, and re-run snap pour points
Creates new pour point layer, raster here
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Watershed Boundaries
Only worry about watersheds that drain to a sewer grate - ignore the large sinks
ProductsRunoff Estimate for Each Pour Point
• Volumes in cubic meters at each grate
• Watersheds for each grate • 4295 Students, Table for 1,
and 2-inch storms (convert to metric)
• 5295 Students, also add 1/4” and 4-inch storms to output tables (convert to metric)
Modified Layers Under Flow Mitigation
1. New layers for each mitigated rainfall level: Canopy, impervious surface modification, green roofs, underground storage under each rain layer
2. Tables of accumulated flow to support mitigation
Turn in both 1 and 22
Approach• What data do you need (do you have it
all)? • What operations do you need (first compile
a list, which will grow as you develop the process)
• What is the order of application? e.g., what is the sequence of operations, what operations, to which data, when?
DataTree Canopy - get canopy outline from image, LiDAR data
Surface absorption - combination of soils data and impervious surface from your walkable areas layer (0 absorption for roads, sidewalks)
Grate locations and watersheds
Buildings - some drain directly to stormsewer lines, some flow to adjacent surface. Modify surface absorption layer
Data• Storm sewer grates • Vegetation canopy • Landcover • Buildings • Elevation • Rainfall layer • Others?
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Weighted Flow Accumulation - sums a weight surface across a flow direction - our weights can be “surplus” water
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Once Watersheds Accurate, Complete, Do a Weighted Flow Accumulation on “Surplus” Water
Raster Calculator for Cell-based Surplus Water
Rainfall minus Canopy Interception minus soil absorption
Variable canopy interception (5295) or fixed (4295)
Soil absorption a percentage based on texture class