Technical Papers
Jul 16, 2012

Field Data and Numerical Modeling of Water Balance of Lysimeter versus Actual Earthen Cap

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 138, Issue 8

Abstract

To evaluate the differences in the hydrological performance of actual earthen cap overlying municipal solid waste (MSW) versus a lysimeter, which is commonly used to measure the hydrologic water balance, a field-scale test section (30×20×2m) of an earthen cap made up of compacted native glacial clay was constructed and instrumented at a landfill near Detroit. A lysimeter pan was installed within the middle of the test section, and the instrumented area of the test section was expanded upslope and downslope of the lysimeter to monitor water balance parameters within and beyond the lysimeter footprint, in order to evaluate the effect of artificial drainage boundary introduced by the lysimeter. About 50 sensors were installed to monitor meteorological parameters, water content, water potentials, soil temperatures, water levels, gas pressures, percolation, and subsurface lateral flow. The water balance model called Unsaturated Soil Water and Heat Flow Model (UNSAT-H) was used to simulate the water balance of the test section. The UNSAT-H was able to predict the percolation relatively accurately. Relative changes or trends in the soil water storage were generally accurately captured by the numerical model. The numerical model that was validated for the lysimeter was used to simulate the water balance of the actual cap, where the cap was placed on MSW. The net percolation over the monitoring period estimated by the UNSAT-H across the interface between the cap and the underlying landfilled waste was negative (upward), as well as positive (downward into the waste). However, net percolation from the actual cap estimated by the UNSAT-H was relatively close to that measured by the lysimeter. Thus, the field data and modeling results indicate that the soil cap is able to pull moisture from the underlying waste under evapotranspirative gradients.

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Acknowledgments

This study is financially supported by the Environmental Research and Education Foundation (EREF). Waste Management, Inc. (WMI) provided site access. Terry Johnson, Paul Mazanec, and Eric Wallis of WMI assisted in the coordination of the field activities at the site. The centrifuge used for testing waste hydraulic properties is partially funded by the National Science Foundation (Grant No. CMS-0510091) and the EREF.

References

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Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 138Issue 8August 2012
Pages: 889 - 897

History

Received: Feb 15, 2011
Accepted: Feb 17, 2011
Published online: Jul 16, 2012
Published in print: Aug 1, 2012

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Authors

Affiliations

Ramil G. Mijares, Ph.D.
Senior Staff Engineer, Geosyntec Consultants, Jacksonville, FL 32207; formerly, Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI 48824.
Milind V. Khire, Ph.D., P.E. [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI 48824 (corresponding author). E-mail: [email protected]

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