Green-Ampt Parameterization for Rainfall Excess Determination

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Green-Ampt Parameterization for Rainfall Excess Determination Harry Downing SWFWMD April 18, 2008

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Green-Ampt Parameterization for Rainfall Excess Determination. Harry Downing SWFWMD April 18, 2008. Green-Ampt (GA) Parameter Outline. The District has changed to GA? GA Process (General) Data Sources for Developing GA Parameters Look-Up Table Development (Soils and LU) - PowerPoint PPT Presentation

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?