Modeling Pumping of Saline Water from Two-Layer Aquifer
Publication: Journal of Hydraulic Engineering
Volume 122, Issue 6
Abstract
Flow mechanisms causing salinity changes during various pumping conditions in a two-layer aquifer are presented and discussed on the basis of empirical observations. Theoretical models explaining the basic features of the observed behavior are proposed and applied in order to reproduce some of the observed phenomena. The models are based on simple assumptions regarding ground-water flow and mixing of the fresh and saline water. Qualitative predictions of the models proposed are acceptable. The models explain such phenomena as the following: (1) increase of salinity within the well during recovery; (2) initial increase of chlorides content after reintroduction of pumping and subsequent reduction of salinity; and (3) influence of the rate of pumping on the rate of chlorides content's reduction. The models proposed are “low-resolution” models that take into account only the basic features of phenomena observed.
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References
1.
Aris, R., and Amundson, N. R.(1957). “Some remarks on longitudinal mixing or diffusion in fixed beds.”J. Am. Inst. Chem. Engrs., 3(2), 280–282.
2.
Bear, J. (1972). Dynamics of fluids in porous media . American Elsevier Publishing Co., Inc., New York, N.Y.
3.
Bear, J., and Verruijt, A. (1987). Modeling groundwater flow and pollution . D. Reidel Publishing Co., Dordrecht, The Netherlands.
4.
Clarke, K. F., and Rushton, K. R. (1989). “Will groundwater meet our demands?”Proc., IWEM Conf., London, England.
5.
Domenico, P. A., and Schwartz, F. W. (1990). Physical and chemical hydrogeology . John Wiley and Sons, Inc., New York, N.Y.
6.
Edmunds, W. M. (1981). “Hydrogeochemical investigations.”Case studies in groundwater resources evaluation, J. W. Lloyd, ed., Clarendon Press, Oxford, England, 87–112.
7.
Edmunds, W. M., and Morgan-Jones, M.(1976). “Geochemistry of groundwater in British triassic sandstones: the Wolverhampton-East Shropshire area.”Q. J. Engrg. Geol., 9, 73–101.
8.
Hamill, L., and Bell, F. G. (1986). Groundwater resource development . Butterworth, London, England.
9.
Rumer, R. R., and Harleman, D. R. F.(1963). “Intruded salt-water wedge in porous media.”Proc., ASCE, J. Hydr. Div., 89(6), 193–220.
10.
Schmorak, S., and Mercado, A.(1969). “Upcoming of fresh water-sea water interface below pumping wells, field study.”Water Resour. Res., 5, 1290–1311.
11.
Todd, D. K. (1980). Groundwater hydrology, second Ed., John Wiley and Sons, Inc., New York, N.Y.
12.
Verruijt, A. (1970). Theory of groundwater flow . Gordon and Breach Science Publishing, New York, N.Y.
13.
Wentworth, C. K.(1948). “Growth of the Ghyben-Herzberg transition zone under a rinsing hypothesis.”Trans. Am. Geophys. Union, 29(1), 97–98.
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Copyright © 1996 American Society of Civil Engineers.
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Published online: Jun 1, 1996
Published in print: Jun 1996
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