Green-Ampt Parameterization for Rainfall Excess Determination
Embed Size (px)
description
Transcript of Green-Ampt Parameterization for Rainfall Excess Determination
-
Green-Ampt Parameterization for Rainfall Excess Determination
Harry DowningSWFWMDApril 18, 2008
-
Green-Ampt (GA) Parameter OutlineThe District has changed to GA?GA Process (General)Data Sources for Developing GA ParametersLook-Up Table Development (Soils and LU)ArcHydro Tools for GAParameter Generation
Questions
-
Rainfall Excess Process
-
Soil Parameter SourcesNRCS - Soil Survey and Soil Survey Geographical (SSURGO) Database - Depth to Water Table and Ksat
IFAS - Site Specific Soil Characterization Soil Moisture Retention Information
Table Information from Other Studies (Text Books)
Site Specific Characteristics from ERP Applications
-
Soil Survey Information
-
Soil Survey Information Continued
-
Soil Moisture for 200 cm Depth to WT
-
Soil Look-Up Table
-
Land Use Look-up Table
-
Creative Land Use Look-Up Table
-
ESRI ArcHydro Tools
-
ESRI Sub-Catchment Assignment of GA Parameters
-
Questions?
-
Infiltration and Percolation ParameterizationTake You Through Process that the District has Used
-
Parameters GenerationArea Of Unsaturated and Saturated InfiltrationPerimeter DevelopmentHydraulic Properties of the SoilExpected Depth to the Water Table (SHGWT or Higher)Development of Parameters for Input Into ICPR
-
Area of Infiltration
-
Area of Unsaturated InfiltrationFirst Make a Run with the GA Excess Option OnlyObtain the Maximum Inundation Area and Elevation from the Model ResultsDevelop a GIS feature class of the Inundation areas (area & perimeter) - unitsUse this Information for the Infiltration and Percolation Parameters for ICPR regarding initial area
-
Hydraulic Properties of SoilsSSURGO and IFAS DataERP InformationGeotechnical Information ReportsSoil Testing
-
Location of Soil Bores Within Hernando County
-
Vertical Hydraulic Conductivity Results
-
Results from ERP TestsSSURGO Results for Hydrologic A Soils Minimum Value 0.028 inches/hr Mean 21.25 Max 35 inches/hr
-
AssumptionsHorizontal Hydraulic Conductivity Greater Than VerticalUse of Vertical for Horizontal Should be Conservative
-
Depth to SHGWT Use SSURGO Potentiometric Surface Map Land Use Map Imagery
-
ICPR Parameterization
-
ICPR Parameterization Continued
-
Questions?
-
Floodplain ResultComparisons
-
Stage Plot Comparison at Node
-
Stage Plot Comparison at Node
-
Stage Plot Comparison at Node
-
Reasonableness of Floodplain
-
ITEMS TO CHECK !!Double Accounting - Between GA, and Infiltration and Percolation
Area of Influence Around Infiltration Areas
-
Questions?