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- 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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- 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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- 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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- 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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- Applies to cases where instantaneous sorption-controlled release occurs
with linear partitioning
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- Use analytical solution (Leij et al. 1991)
- Applies to all other cases
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- 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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- WiscLEACH will be available as freeware in December 2006.
- Downloads will be available from the UW-Madison Geo Engineering Software
Site: www.uwgeosoft.org.
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