Approximate Solution of Unsteady Groundwater Flows
Publication: Journal of Hydraulic Engineering
Volume 112, Issue 10
Abstract
Kantorovich's method for obtaining approximate solutions to problems of unsteady diffusion of heat and momentum is applied to unsteady ground water seepage flow problems. Simple profiles satisfying free surface boundary conditions in the spatial domain are assumed, leaving the time dependence to be determined from the governing equations. The governing nonlinear partial differential equation is thus reduced to a nonlinear ordinary differential equation whose exact solution is easily obtained. Results obtained using second-order profiles for both the sudden buildup case and the sudden drawdown case compare well with experimental data.
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References
1.
Kantorovich, L. V., and Krylov, V. T. (1958). Approximate Methods of Higher Analysis. Interscience—Noordhoff, New York—Groningen (Holland).
2.
Koussis, A. D. (1977). “Transient Reservoir—Aquifer Interaction.” J. Hydr. Div., ASCE, 105(6), 637–645.
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Liggett, J. A. (1977). “Location of Free Surface in Porous Media.” J. Hydr. Div., ASCE, 103(4), 353–363.
4.
Newman, S. P., and Witherspoon, P. A. (1971). “Analysis of Nonsteady Flow with a Free Surface Using the Finite Element Method.” Water Resources Research, 7(3), 611–623.
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Polubarinova‐Kochina, P. Y. (1962). Theory of Ground Water Movement, Princeton University Press, Princeton, N.J.
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Yeh, W. W. G. (1970). “Nonsteady Flow to Surface Reservoir.” J. Hydr. Div., ASCE, 96(3), 609–618.
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Copyright © 1986 ASCE.
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Published online: Oct 1, 1986
Published in print: Oct 1986
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