TECHNICAL PAPERS
Aug 15, 2003

Effects of Aquifer Anisotropy on the Migration of Infiltrated Stream Water to a Pumping Well

Publication: Journal of Hydrologic Engineering
Volume 8, Issue 5

Abstract

Pumping of groundwater near a stream can induce infiltration of stream water into the surrounding aquifers. Analysis of the migration of the infiltrated stream water to the pumping well is important to better understand stream-aquifer interactions. The paper analyzes the effects of aquifer anisotropy on the migration process of infiltrated stream water to a partially penetrating well. MODFLOW is used to simulate the transient groundwater velocity fields, and MODPATH is used to record the locations of water particles. Pathlines were plotted over a cross section to show the hydraulic connectivity between the well and the stream for various levels of aquifer anisotropy. Travel times, infiltration rates, and fractions of pumped river water were determined to characterize the migration process. Generally, the movement of the infiltrated stream water is slow; the water can take several months to arrive at a well located a short distance from a stream. Results suggest that the rate of produced stream water at the well is higher for the anisotropy Kh/Kz=10 and 20 (ratio of horizontal to vertical hydraulic conductivity) than for Kh/Kz<10, or >20. On the other hand, when Kh/Kz is between 20 and 100, the first water particle that gets to the pumping well needs a shorter travel time than that for other Kh/Kz values. A gaining stream can significantly reduce the rate of stream infiltration and produced stream water. Areal recharge provides an additional source to the well, thus reducing the rate of stream infiltration as well as the rate of produced stream water.

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References

Ayers, J. F., Chen, X. H., and Gosselin, D.(1998). “Behavior of nitrate-nitrogen movement around a pumping high-capacity well: A field example.” Ground Water, 36(2), 325–337.
Bourg, A. C. M., and Bertin, C.(1993). “Biogeochemical processes during the infiltration of river water into an alluvial aquifer.” Environ. Sci. Technol., 27(4), 661–666.
Chen, X. H.(1998). “Assessment of hydraulic properties in an unconfined alluvial aquifer near Grand Island, Nebraska.” J. Am. Water Resour. Assoc., 24(3), 603–616.
Chen, X. H.(2001). “Migration of induced-infiltrated stream water into nearby aquifers due to seasonal ground water withdrawal.” Ground Water, 39(5), 721–728.
Chen, X. H., and Ayers, J.(1997). “Utilization of the Hantush solution for the simultaneous determination of aquifer parameters.” Ground Water, 35(5), 751–756.
Chen, X. H., Goeke, J., and Summerside, S.(1999). “Hydraulic properties and uncertainty analysis for an unconfined alluvial aquifer.” Ground Water, 37(6), 845–854.
Chen, X. H., and Shu, L.(2002). “Stream-aquifer interactions: Evaluation of depletion volume and residual effects from ground water pumping.” Ground Water, 40(3), 284–290.
Chen, X. H., and Yin, Y. F.(1999). “Evaluation of stream depletion for vertical anisotropic aquifer.” J. Environ. Syst., 27(1), 55–70.
Conrad, L. P., and Beljin, M. S.(1996). “Evaluation of an induced infiltration model as applied to glacial aquifer systems.” Water Resour. Bull., 32(6), 1209–1220.
Cunnane, M. (1999). “The effects of groundwater interception on streamflow.” Wildland hydrology, D. S. Olsen and J. P. Potyondy, eds., American Water Resources Association, Bethesda, Md., 149–156.
Freeze, R. A., and Cherry, J. A. (1979). Groundwater, Prentice-Hall, Englewood Cliffs, N.J.
Glover, R. E., and Balmer, G.(1954). “River depletion resulting from pumping a well near a river.” Trans., Am. Geophys. Union, Washington, D.C., 35(3), 468–470.
Hantush, M. S.(1964). “Depletion of storage, leakance, and river flow by gravity wells in sloping sands.” J. Geophys. Res., 69(12), 2551–2560.
Hantush, M. S.(1965). “Wells near stream with semipervious beds.” J. Geophys. Res., 70(12), 2829–2838.
Huang, H. H. (2000). “Evaluation of stream-aquifer interactions considering streambed sediment and stream partial penetration effects.” MS thesis, Dept. of Geosciences, Univ. of Nebraska—Lincoln, Lincoln, Nebr.
Hunt, B.(1999). “Unsteady stream depletion from ground water pumping.” Ground Water, 37(1), 98–104.
Jenkins, C. T.(1968). “Techniques for computing rate and volume of stream depletion by wells.” Ground Water, 6(2), 37–46.
Marie, J. R., and Hollett, K. J. (1996). “Determination of hydraulic characteristics and yield of aquifers underlying Vekol Valley, Arizona, using several classical and current methods.” U.S. Geological Survey Water-Supply Paper 2453, Menlo Park, Calif.
McDonald, M. G., and Harbaugh, A. W. (1988). “Chapter A1: Modular three-dimensional finite-difference groundwater flow model.” Techniques of water-resources investigations of U.S. Geological Survey, Book 6, Menlo Park, Calif.
McGuire, V. L., and Kilpatrick, J. M. (1998). “Hydrogeology in the vicinity of the Nebraska Management Systems Evaluation Area (MSEA) site, central Nebraska.” U.S. Geological Survey Water-Resources Investigations Rep. 97-4266, Menlo Park, Calif.
Pollock, D. W. (1989). “Documentation of computer programs to compute and display pathlines using results from the U.S. Geological Survey modular three-dimensional finite-difference ground-water flow model.” U.S. Geological Survey Open-File Rep. 89-381, Menlo Park, Calif.
Sophocleous, M., Mousses, A., Martin, J. L., and Perkins, S. P.(1995). “Evacuation of simplified stream-aquifer depletion models for water rights administration.” Ground Water, 33(4), 579–588.
Theis, C. V.(1941). “The effect of a well on the flow of a nearby stream.” Trans., Am. Geophys. Union, Washington, D.C., 22(3), 734–738.
Wenzel, L. K. (1942). “Methods for determining permeability of water-bearing materials.” U.S. Geological Survey Water-Supply Paper 887, Menlo Park, Calif.
Wilson, J. L.(1993). “Induced infiltration in aquifers with ambient flow.” Water Resour. Res., 29(10), 3503–3512.
Yager, R. M. (1993). “Estimation of hydraulic conductivity of a riverbed and aquifer system on the Susquechanna River in Broome County, New York.” U.S. Geological Survey Water-Supply Paper 2387, Menlo Park, Calif.

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Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 8Issue 5September 2003
Pages: 287 - 293

History

Received: Jun 11, 2002
Accepted: Feb 10, 2003
Published online: Aug 15, 2003
Published in print: Sep 2003

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Authors

Affiliations

Xunhong Chen
Associate Professor, Conservation and Survey Division and School of Natural Resource Sciences, Univ. of Nebraska–Lincoln, Lincoln, NE 68588.
Xi Chen
Associate Professor, Dept. of Water Resources, Hohai Univ., Nanjing, China; formerly, Visiting Scholar, Conservation and Survey Division and School of Natural Resource Sciences, Univ. of Nebraska–Lincoln, Lincoln, NE 68588.

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