TECHNICAL PAPERS
Dec 1, 2006

Design Considerations for Lysimeters Used to Evaluate Alternative Earthen Final Covers

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 132, Issue 12

Abstract

Alternative earthen final covers are being considered throughout North America as cost-effective alternatives to prescriptive covers. Regulatory agencies typically require field testing to demonstrate the equivalency of percolation rates from prescriptive and alternative covers. Lysimetry, which consists of collecting percolating water from the base of a test section, provides a direct measurement of the percolation rate, and can be used in equivalency demonstrations. This paper describes a modeling study that investigated how lysimeter geometry and boundary conditions affect lateral diversion and percolation rates measured using lysimeters. Lysimeters with various geometries were simulated with HYDRUS-2D using constant meteorological and vegetation data. Simulations showed that sidewalls, which are 0.35m high, can minimize the lateral diversion of flow around the sides of the lysimeter. Up-slope and down-slope endwalls of lysimeters need to extend to the surface of the lysimeter, especially when the lysimeter is inclined (4:1 or 3:1 slope). Modeling has shown that lysimeters underestimate percolation by 8 to 14%. Based on these simulations and the writers’ experience in the design and construction of lysimeters, a recommended design of lysimeters is suggested.

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Acknowledgments

Financial support for the study described in this paper was provided by the Florida Center of Solid and Hazardous Waste Management (FCSHWM), and the U.S. EPA-Science to Achieve Results (STAR) Program, Grant No. RD-83084501. The findings described in this paper are solely those of the writers. Endorsement by the FCSHWM or the U.S. EPA is not implied.

References

Ankeny, M., Coons, L., Majumdar, N., Kelly, J., and Miller, M. (1997). “Performance and cost considerations for landfill caps in semiarid climates.” Landfill capping in the semi-arid west: Problems, perspectives, and solutions, Environmental Science and Research Foundation, Idaho Falls, Id., 243–262.
Benson, C., Bosscher, P., Lane, D., and Pliska, R. (1994). “Monitoring system for hydrologic evaluation of landfill final covers.” Geotech. Test. J., ASTM, 17(2), 138–149.
Benson, C., and Khire, M. (1995). “Earthen covers for semi-arid and arid climates.” Landfill closures, geotechnical special publication no. 53, Reston, Va., 201–217.
Benson, C., Abichou, T., Albright, W., Gee, G., and Roesler, A. (2001). “Field evaluation of alternative earthen final covers.” Int. J. Phytoremediation, 3(1), 105–127.
Bews, B., Wickland, B., and Barbour, S. (1999). “Lysimeter design in theory and practice.” Proc., Tailing and Mine Waste’99, Balkema, Rotterdam, The Netherlands, 13–21.
Chiu, T., and Shackelford, C. (1994). “Practical aspects of the capillary barrier effect for landfills.” Proc., 17th Int. Madison Waste Conf., Dept. of Engineering Professional Development, Univ. of Wisconsin-Madison, Wis., 357–375.
Chiu, T., and Shackelford, C. (2000). “Laboratory evaluation of sand underdrains.” J. Geotech. Geoenviron. Eng., 126(11), 990–1001.
Gee, G., and Hillel, D. (1988). “Groundwater recharge in arid regions: Review and critique of estimation methods.” J. Hydrol., 2, 255–266.
Grebet, P., and Cuenca, R. (1991). “History of lysimeter design and effects of environmental disturbances.” Proc., Int. Symp. on Lysimeters for Evapotranspiration and Environmental Measurements, Honolulu, 10–18.
Hauser, V., Shaw, M., and Weand, B. (1994). “Effectiveness of soil-vegetative covers for waste sites.” Proc., Superfund XV, Hazardous Materials Control Resources Institute, Washington, D.C.
Hauser, V., Weand, B., Shaw, M., and Wusterbarth, A. (1996). “Natural covers for landfills: A closer look.” Proc., 22nd Environmental Symposium and Exhibition, American Defense Preparedness Association, Arlington, Va.
Hauser, V., Weand, B., and Gill, M. (2001). “Natural covers for landfills and buried waste.” J. Environ. Eng., 127(9), 768–776.
Khire, M., Benson, C., and Bosscher, P. (1997). “Water balance modeling of earthen final covers.” J. Environ. Eng., 123(8), 744–754.
Licht, L. (1993). “Densely rooted trees for water management on landfill covers.” Proc., Annual Meeting of the Air and Waste Management Association, Denver.
Mason, W., Meyer, W., Smith, R., and Barrs, H. (1983). “Water balance of three irrigated crops on fine textured soils of the Riverine plain.” J. Agric. Res., 34, 183–191.
Nyhan, J., Schofield, T., and Starmer, R. (1997). “A water balance study of four landfill cover designs varying in slope for semi-arid region.” J. Environ. Qual., 26, 1385–1392.
SAIC. (2000). “Quality assurance project plan, alternative cover assessment project.” Rep. to USEPA (Contract No 68-C5-0036), Science Applications International Corp., Hackensack, N.J.
Simunek, J., Sejna, M., and Van Genuchten, M. (1996). “HYDRUS-2D: Simulating water flow and solute transport in two-dimensional variably saturated media.” International Groundwater Modeling Center, Colorado School of Mines, Golden, Colo.
Stormont, J., and Morris, C. (1998). “Method to estimate water storage capacity of capillary barriers.” J. Geotech. Geoenviron. Eng., 124(4), 297–302.
Van Genuchten, R., and Simunek, J. (1999). “HYDRUS2D/MESHGEN2D: Simulating water flow and variably saturated-media.” International Groundwater Modeling Center-TPS 53C, Colorado School of Mines, Golden, Colo.
Ward, A., and Gee, G. (1997). “Performance evaluation of a field-scale surface barrier.” J. Environ. Qual., 26, 694–705.
Wing, N., and Gee, G. (1994). “Quest for the perfect cap.” Civ. Eng. (N.Y.), 64(10), 38–41.
Zornberg, J., LaFountain, L., and Caldwell, J. (2003). “Analysis and design of evapotranspirative cover for hazardous waste landfill.” J. Geotech. Geoenviron. Eng., 129(5), 427–438.

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Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 132Issue 12December 2006
Pages: 1519 - 1525

History

Received: Aug 23, 2004
Accepted: Jun 6, 2006
Published online: Dec 1, 2006
Published in print: Dec 2006

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Authors

Affiliations

Tarek Abichou, M.ASCE
Associate Professor, Dept. of Civil and Environmental Engineering, FAMU-FSU College of Engineering, Tallahassee, FL 32310. E-mail: [email protected]
Xiaoli Liu
Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Central Florida, Orlando, FL 32826.
Kamal Tawfiq, M.ASCE
Professor, Dept. of Civil and Environmental Engineering, FAMU-FSU College of Engineering, Tallahasse, FL 32310.

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