TECHNICAL PAPERS
Mar 1, 2007

Consideration for Unsaturated Flow beneath a Streambed during Alluvial Well Depletion

Publication: Journal of Hydrologic Engineering
Volume 12, Issue 2

Abstract

Unsaturated flow transforms streams from constant head boundaries to constant flux boundaries, impacting the quantity of stream recharge to groundwater. The objective of this research was to analyze the impact of unsaturated flow on stream/aquifer exchange by incorporating a three-regime, saturated/unsaturated flow, stream recharge model into MODFLOW, the most commonly used numerical flow model in ground water hydrology. This three-regime model extends prior research by accounting for a transition regime between fully saturated and gravity-driven unsaturated flow. Accounting for unsaturated flow between a stream and aquifer is necessary to adequately simulate stream depletion. Sensitivity analyses of steady stream recharge versus drawdown demonstrated that the transition regime became more important for cases with small stream stages, smaller streambed thicknesses, and larger entry pressure heads. Based on coarse sand and fine sand hypothetical scenarios, the transition regime in the proposed three-regime model could generally be neglected with minor error for most stream/aquifer scenarios. However, the transition regime became important when: (1) the drawdown stabilized near the range of drawdowns that represented the transition regime; and (2) there must be a significant difference (i.e., 0.2m ) in the entry and ultimate capillary pressure heads, which occurred with larger entry pressure heads (i.e., equal to or greater than 1.0m ) and a smaller pore size distribution index (i.e., approximately 1.0).

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References

Addulrazzak, M. J., and Morel-Seytoux, H. J. (1983). “Recharge from an ephemeral stream following wetting front arrival to water table.” Water Resour. Res., 19(1), 194–200.
Bouwer, H. (1969). “Theory of seepage from open channels.” Advances in hydrosciences, V. T. Chow, ed., Academic, New York, 121–172.
Brooks, R. H., and Corey, A. T. (1964). “Hydraulic properties of porous media.” Colorado State Univ. Hydrology Paper No. 3, Colorado State Univ., Fort Collins, Colo.
Butler, J. J., Zlotnik, V. A., and Tsou, M. S. (2001). “Drawdown and stream depletion produced by pumping in the vicinity of a partially penetrating stream.” Ground Water, 39(5), 651–659.
Calver, A. (2001). “Riverbed permeabilities: Information from pooled data.” Ground Water, 39(4), 546–553.
Carsel, R. F., and Parrish, R. S. (1988). “Developing joint probability distributions of soil water retention characteristics.” Water Resour. Res., 24(5), 755–769.
Corey, A. T. (1994). Mechanics of immiscible fluids in porous media, Water Resources Publications, Highlands Ranch, Colo.
Erdelyi, A. (1953). Higher transcendental functions, McGraw–Hill, New York.
Fox, G. A. (2004). “Evaluating stream depletion analytical solutions using field data from a stream/aquifer analysis test.” J. Am. Water Resour. Assoc., 40(3), 755–763.
Fox, G. A., and Durnford, D. S. (2003). “Unsaturated hyporheic zone flow in stream/aquifer conjunctive systems.” Adv. Water Resour., 26(9), 989–1000.
Fox, G. A., DuChateau, P., and Durnford, D. S. (2002). “Analytical model for aquifer response incorporating distributed stream leakage.” Ground Water, 40(4), 378–384.
Freyberg, D. L., Reeder, J. W., Franzini, J. B., and Remson, I. (1980). “Application of the Green-Ampt model to infiltration under time-dependent surface water depths.” Water Resour. Res., 16(3), 517–528.
Gollnitz, W. D., Cossins, F., Hartman, D., and DeMarco, J. (1997). “Impact of induced infiltration on microbial transport in an alluvial aquifer.” Proc., American Water Works Association (AWWA) Water Quality Technology Conf., AWWA, Denver.
Harbaugh, A. W., and McDonald, M. G. (1996). “User’s documentation for MODFLOW-96, An update to the U.S. Geological Survey modular finite-difference ground-water flow model.” U.S. Geological Survey (USGS) Open-File Rep. No. 96-485, USGS, Denver.
Hunt, B. (1999). “Unsteady stream depletion from ground water pumping.” Ground Water, 37(1), 98–102.
Larkin, R. G., and Sharp, J. M. (1992). “On the relationship between river-basin geomorphology, aquifer hydraulics, and ground-water flow direction in alluvial aquifers.” Geol. Soc. Am. Bull., 104(12), 1608–1620.
Osman, Y. Z., and Bruen, M. P. (2002). “Modelling stream-aquifer seepage in an alluvial aquifer: An improved loosing-stream package for MODFLOW.” J. Hydrol., 264(1–4), 69–86.
Prudic, D. E. (1989). “Documentation of a computer program to simulate stream-aquifer relations using a modular, finite-difference, ground-water flow model.” U.S. Geological Survey Open File Rep. No. 88-729, USGS, Denver.
Reeder, J. W., Freyberg, D. L., Franzini, J., and Remson, I. (1980). “Infiltration under rapidly varying surface water depths.” Water Resour. Res., 16(1), 97–104.
Reid, M. E., and Dreiss, S. J. (1990). “Modeling the effects of unsaturated, stratified sediments on groundwater recharge from intermittent streams.” J. Hydrol., 114(1–2), 149–174.
Rovey, C. E. K. (1975). “Numerical model of flow in stream aquifer system.” Hydrology Paper No. 74, Colorado State Univ., Fort Collins, Colo.
Rushton, K. (1999). “Discussion of unsteady stream depletion from ground water pumping.” Ground Water, 37(6), 805.
Sheets, R. A., Darner, R. A., and Whitteberry, B. L. (2002). “Lag times of bank filtration at a well field, Cincinnati, Ohio, USA.” J. Hydrol., 266(3–4), 162–174.
Stephens, D. B., Cox, W., and Havlena, J. (1988). “Field study of ephemeral stream channels.” Water Resources Research Investigation Rep. No. 28, New Mexico Water Resources Research Institute, Las Cruces, N.M.
van Genuchten, M. T. (1980). “A closed-form equation for predicting the hydraulic conductivity of unsaturated soil.” Soil Sci. Soc. Am. J., 44(5), 892–898.
Wallace, D. E., and Renard, K. G. (1967). “Contribution to regional water table from transmission losses of ephemeral streambeds.” Trans. ASAE, 10(6), 786–789.
Wang, J., Smith, J., and Doley, L. (1995). “Evaluation of Riverbank Filtration as a Process for Removing Particles and DBP Precursors.” Proc., of American Water Works Association (AWWA) Water Quality Technology Conf., AWWA, Denver.

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Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 12Issue 2March 2007
Pages: 139 - 145

History

Received: Jul 20, 2005
Accepted: Aug 15, 2006
Published online: Mar 1, 2007
Published in print: Mar 2007

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Authors

Affiliations

Garey A. Fox, A.M.ASCE
Assistant Professor, Dept. of Biosystems and Agricultural Engineering, Oklahoma State Univ., 120 Agricultural Hall, Stillwater, OK 74078 (corresponding author). E-mail: [email protected]
Leili Gordji
Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Mississippi, 203 Carrier Hall, P.O. Box 1848, University, MS 38677-1848. E-mail: [email protected]

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