Notes
Slide Show
Outline
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WiscLEACH -- Predicting Ground Water Impacts from Byproducts in Roadways


  • by


  • Craig H. Benson, Lin Li, and Tuncer B. Edil





  • Geo Engineering Program
  • Department of Civil and Environmental Engineering
  • University of Wisconsin-Madison
  • Madison, Wisconsin 53706 USA


  • www.uwgeoengineering.org
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Model Objectives
  • Develop model for evaluating potential ground water impacts associated with industrial byproducts used in roadways.


  • Development Criteria
    • Physical basis in transport processes
    • Simple to use (practitioner, regulator)
    • Straight forward & available input
    • Rapid execution
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Approach
  • Develop fast and user-friendly model by combining analytical solutions for ADRE in the vadose and saturated zones (WiscLEACH)


  • Calibrate with validated code for two-dimensional flow & transport (HYDRUS-2D)


  • Verify by comparison with field data from STH 60 lysimeters
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Key Assumptions
  • Steady-state one-dimensional flow in vadose zone


  • Steady-state two-dimensional flow in saturated zone, but primarily horizontal flow


  • Instantaneous linear reversible sorption in vadose and saturated zones


  • No reactions occurring in vadose and saturated zones beneath byproducts layer


  • Advective-dispersive transport with longitudinal and transverse dispersion in vadose and saturated zones
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First Flush Case:  Analytical Solution -- Vadose Zone
  • Applies to cases where instantaneous sorption-controlled release occurs with linear partitioning
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"Use analytical solution (Leij..."
  • Use analytical solution (Leij et al. 1991)


  • Applies to all other cases
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"Field measurements of precipitation"
  • Field measurements of precipitation, volumetric flux, and concentrations in lysimeters for CCB test sections at STH 60 field site near Lodi, Wisconsin.


  • Transport parameters from column tests on fly ash stabilized soils and bottom ash.


  • Compare concentrations predicted by WiscLEACH to measured concentrations in lysimeters.
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Typical Output: Se Concentration - 10 yr
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Typical Output: Se Concentration - 30 yr
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Typical Output: Se Concentration - 45 yr
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Sensitivity: Ground Water Table Depth
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Sensitivity: Thickness of Byproduct Layer
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Sensitivity: Percolation Rate in Vadose Zone
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Summary
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Support provided by:
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Program Availability
  • WiscLEACH will be available as freeware in December 2006.


  • Downloads will be available from the UW-Madison Geo Engineering Software Site: www.uwgeosoft.org.