TECHNICAL PAPERS
Apr 28, 2010

Modeling Water Table Mounding and Contaminant Transport beneath Storm-Water Infiltration Basins

Publication: Journal of Hydrologic Engineering
Volume 15, Issue 12

Abstract

The objectives of this study were to link an unsaturated and saturated flow model for the purpose of evaluating mounding and contaminant transport beneath an infiltration basin, to calibrate and test the combined water table flow model using experimental data collected from an infiltration basin, and to evaluate the potential for contaminant transport with a numerical fate and transport model. Mound formation may reduce the thickness of the soil available to retard pollutant movement, reduce the infiltration rate of the basin if the mound intersects the basin bottom, and facilitate contaminant movement away from the basin. A 0.10-ha infiltration basin serving a 9.4-ha residential subdivision in Oconomowoc, Wisconsin, was instrumented. Two storm events were modeled using the three-dimensional saturated numerical model MODFLOW. Recharge used in MODFLOW was taken from the seepage flux of the unsaturated one-dimensional model HYDRUS. A good fit was achieved between modeled and measured timing and magnitude of water table rise for both storms. The three-dimensional saturated fate and transport code MT3D was used to simulate a tracer study. Mounding caused more rapid tracer transport away from the basin compared to the natural gradient.

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Acknowledgments

Financial support for this research was provided by the Wisconsin Groundwater Coordinating Council and the Wisconsin Department of Natural Resources. The writers would like to thank Mr. Roger Bannerman of the Wisconsin Department of Natural Resources for technical assistance with this research and Mr. William Enters for assistance in instrumentation of the field site.

References

Anderson, M. P., and Woessner, W. W. (1992). Applied groundwater modeling: Simulation of flow and advective transport, Academic, San Diego.
D’Cunha, N. J., Misra, D., and Thompson, A. M. (2009). “Experimental investigation of the applications of natural freezing and curdlan biopolymer for permeability modification to remediate DNAPL contaminated aquifers in Alaska.” Cold Regions Sci. Technol., 59, 42–50.
Gelhar, L. W., and Axness, C. L. (1983). “Three-dimensional stochastic analysis of macrodispersion in aquifers.” Water Resour. Res., 19(1), 161–180.
Gelhar, L. W., Welty, C., and Rehfeldt, K. R. (1992). “A critical review of data on field-scale dispersion in aquifers.” Water Resour. Res., 28(7), 1955–1974.
Hantush, M. S. (1967). “Growth and decay of groundwater mounds in response to uniform percolation.” Water Resour. Res., 3, 227–234.
Harbaugh, A. W., Banta, R. E., Hill, M. C., and McDonald, M. G. (2000). “MODFLOW-2000. The U.S. Geological Survey modular groundwater model—User guide to modularization concepts and the groundwater flow process.” Open File Thesis 00-92, USGS, Reston, Va.
Hunt, R. J., Prudic, D. E., Walker, J. F., and Anderson, M. P. (2008). “Importance of unsaturated zone flow simulating recharge in a humid climate.” Ground Water, 46(4), 551–560.
NDWRCDP. (2005). “Guidance for evaluation of potential groundwater mounding associated with cluster and high-density wastewater soil absorption systems.” NDWRCDP Project No. WU-HT-02-45, Colorado School of Mines, Golden, Colo.
Nimmer, M. A., Thompson, A. M., and Misra, D. (2009). “Water table mounding beneath storm-water infiltration basins.” Environ. Eng. Geosci., 15(2), 67–79.
Pang, L., Close, M., and Noonan, M. (1998). “Rhodamine WT and Bacillus subtilis transport through an alluvial gravel aquifer.” Ground Water, 36(1), 113–120.
Richards, L. A. (1931). “Capillary conduction of liquids through porous medium.” Phys., 1, 313–318.
Rumbaugh, J. O., and Rumbaugh, D. B. (2004). Guide to using groundwater vistas, version 4, Environmental Simulations, Reinholds, Pa.
Schwartz, F. W., and Zhang, H. (2003). Fundamentals of groundwater, Wiley, New York.
Simunek, J. (2006). Modeling water flow and contaminant transport in soils and groundwater using the HYDRUS computer software packages, International Groundwater Modeling Center, Colorado School of Mines, Golden, Colo., 12–28.
Sumner, D. M., and Bradner, L. A. (1996). “Hydraulic characteristics and nutrient transport and transformation beneath a rapid infiltration basin.” USGS Water Resources Investigation Rep. No. 95-4281, Reedy Creek Improvement District, Orange County, Fla., USGS, Tallahassee, Fla., 8–32.
Sumner, D. M., Rolston, D. E., and Marino, M. A. (1999). “Effects of unsaturated zone on groundwater mounding.” J. Hydrol. Eng., 4(1), 65–69.
Twarakavi, N. K. C., Simunek, J., and Seo, S. (2008). “Evaluating interactions between groundwater and Vadose Zone using the HYDRUS-based flow package for MODFLOW.” Vadose Zone J., 7(2), 757–768.
U.S. EPA. (1999). “Preliminary data summary of urban storm water BMPs.” EPA-821-R-99-012, Cincinnati.
Yeh, G. T. (1981). “AT123D: Analytical transient one, two, and three dimensional simulation of waste transport in the aquifer system.” Thesis ORNL-5602, Oak Ridge National Laboratory, Oak Ridge, Tenn.
Zheng, C., and Bennett, G. D. (2002). Applied contaminant transport modeling, 2nd Ed., Wiley-Interscience, New York.
Zheng, C., and Wang, P. P. (1999). “MT3D-MS manual.” U.S. Army Corps of Engineers contract thesis SERDP-99-1, U.S. Army Corps of Engineers, Washington, D.C.

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Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 15Issue 12December 2010
Pages: 963 - 973

History

Received: Nov 24, 2008
Accepted: Apr 15, 2010
Published online: Apr 28, 2010
Published in print: Dec 2010

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Authors

Affiliations

Mike Nimmer [email protected]
Environmental Engineer, Foth Infrastructure and Environment, LLC, 2737 South Ridge Rd., Suite 600, Green Bay, WI 54307; formerly, Graduate Research Assistant, Dept. of Biological Systems Engineering, Univ. of Wisconsin–Madison. E-mail: [email protected]
Anita Thompson [email protected]
Associate Professor, Dept. of Biological Systems Engineering, Univ. of Wisconsin–Madison, 230 Ag. Eng. Building, 460 Henry Mall, Madison, WI 53706 (corresponding author). E-mail: [email protected]
Debasmita Misra [email protected]
Associate Professor, Dept. of Mining and Geological Engineering, Univ. of Alaska–Fairbanks, P.O. Box 755800, Fairbanks, AK 99775-5800. E-mail: [email protected]

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