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Application of GIS Tools for Hydraulic Modeling
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Overview Introduction to floodplain mapping Why use GIS? Problems
Tools and Data Process Results Future Questions
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Floodplain Mapping Process
Gather Data Hydrologic Analysis Hydraulic Analysis Map Floodplain Using Outputs and Base Maps
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Why Use GIS? Delineation of watershed boundaries and parameter estimation is simplified Input of topographic data far less labor intensive Import and Export of data between ArcView and HEC-HMS and HEC-RAS is convenient Amount of labor associated with hand delineation makes adjustments cost-prohibitive
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Problems of GIS Gathering data sufficiently accurate for terrain modeling Significant processing time due to size of datasets Matching datasets with different projections
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GIS Tools and Data Required
Spatial Analyst 3-D Analyst HEC-GeoRAS HEC-RAS 3.0 Triangulated Irregular Network of Clear Creek
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3-D Analyst Extension
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3-D Analyst Extension
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Hydrologic Analysis Calculate Parameters Enter into HEC-HMS
Get Flow Data for Later Use in HEC-RAS
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Process Load GeoRAS Extension for ArcView
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Terrain Model Generate TIN
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Terrain Model Create Contours
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Hydraulic Process Identify Channel Centerline
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Hydraulic Process Draw Right and Left Banks
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Hydraulic Process Draw Flowpaths for Channel and Overbanks
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Hydraulic Process Insert Desired Cross Section Lines
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Hydraulic Process Curves in Stream Calculated using Flowpaths
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Prepare GIS Data for Export
HEC-GeoRas Theme Setup
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Creating RAS/GIS Import File
Stream/Reach Names Stationing Bank Stations Reach Names Manning’s ‘n’ Values Cross Section Elevations
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Importing GeoRAS Data Create New HEC-RAS Project
Import GIS Geometry Data
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Using HEC-RAS Add data for hydraulic structures Add roughness values
Input flow data View results Export back to GIS
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Create Flow Depth Grid
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Analyze Results Detention Pond Main Channel
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Comparison of Flows 5000 CFS 2500 CFS
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Questions ???
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