TECHNICAL PAPERS
Apr 1, 2007

Seepage Modeling Assisted Optimal Design of a Homogeneous Earth Dam: Procedure Evolution

Publication: Journal of Irrigation and Drainage Engineering
Volume 133, Issue 2

Abstract

Presented herein is a procedure for arriving at an optimal design of a homogeneous earth dam laid on an impervious foundation and provided with a drain. The procedure, heavily dependent on variably saturated flow modeling, involves optimizing a multiobjective function comprising a weighted summation of four objective functions, viz., the dam section area, seepage discharge, wetted area of the dam section and the drain area. The design variables considered in the optimization are the upstream and downstream slopes and the drain dimensions. The optimization is carried out subject to the constraints ensuring safe upstream and downstream slopes and sufficient distance between the free surface and the downstream face. Two of the objective functions (viz., the seepage discharge and the wetted area) and the constraints are implicit functions of the design variables. Their values are obtained by employing a numerical model of two-dimensional (vertical plane) variably saturated flow in a homogeneous earth dam. Optimization, conducted by the sequential unconstrained minimization technique procedure is preceded by several runs of the model for various combinations of the design variables. The discrete values of the implicit functions so generated are invoked during optimization to compute the implicit objective functions and constraints. The results are presented in the form of nondimensional design tables/curves. The design procedure is illustrated with the help of few examples.

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Acknowledgments

The writers are grateful to the reviewers for their critical reviews and corrective suggestions which have enhanced the quality of the manuscript substantially.

References

Ahmad, S., Kashyap, D., and Mathur, B. S. (1993). “Mathematical modelling of saturated–unsaturated flow to drains.” J. Irrig. Drain. Eng., 119(1), 18–33.
Bishop, A. W. (1955). “The use of the slip circle in the stability analysis of the slope.” Geotechnique, 5(1), 7–17.
Boufadel, M. C., Suidan, M. T., Venosa, A. D., and Bowers, M. T. (1999). “Steady seepage in trenches and dams: Effect of capillary flow.” J. Hydraul. Eng., 125(3), 286–294.
Casagrande, A. (1940). “Seepage through dams.” Contributions to soil mechanics, Boston Society of Civil Engineers, Boston, 1925–1940.
Casagrande, L. (1932). “Naeherungsmethoden zur bestimmung von art und menge der sickerung durch geschuettete daemme.” Thesis, Technische Hochschule, Vienna (in German) (translated by U.S. Corps of Engineers, Waterways Experiment Station, Vicksburg, Miss.).
Fiacco, A. V., and McCormick, G. P. (1968). Nonlinear programming: Sequential unconstrained minimization technique, Wiley, New York.
Freeze, R. A. (1971). “Influence of the unsaturated flow domain on seepage through earth dams.” Water Resour. Res., 7(4), 929–941.
Gui, S., Zhang, R., Turner, J. P., and Xue, X. (2000). “Probabilistic slope stability analysis with stochastic soil hydraulic conductivity.” J. Geotech. Geoenviron. Eng., 126(1), 1–9.
Harr, M. E. (1962). Ground water and seepage, McGraw-Hill, New York.
Huyakorn, P. S., Springer, E. P., Guvanasen, V., and Wadsworth, T. D. (1986). “A three-dimensional finite element model for simulating water flow in variably saturated porous media.” Water Resour. Res., 22, 1790–1808.
Ihssan, A. K. A. H. (2004). “Seepage analysis aided optimal design of homogeneous earth dams.” Ph.D. thesis, Indian Institute of Technology, Roorkee, India.
Liggett, J. A., and Liu, P. L. F. (1983). The boundary integral equation method for porous media flow, George Allen and Unwin, London.
Neuman, S. P. (1973). “Saturated-unsaturated seepage by finite elements.” J. Hydr. Div., 99(12), 2233–2250.
Neuman, S. P., and Witherspoon, P. A. (1971). “Analysis of non-steady flow with a free surface using the finite element method.” Water Resour. Res., 7(3), 611–623.
Pavlovsky, N. N. (1931). “Seepage through earth dam.” Instit. Gidrotekhniki i Melioratsii, Leningrad (in German) (translated by U.S. Corps of Engineers, Vicksburg, Miss.).
Ranjan, G., and Rao, A. S. R. (2000). Basic and applied soil mechanics, New Age International Publishers.
Rao, H. S., and Sankaranarayanan, S. (1995). “Location of water table by FEM and verification by electrical analogy experiments.” Ground Water, 33(3), 372–377.
Rao, S. S. (1996). Engineering optimization: Theory and practice, New Age Publishers, New Delhi, India.
Shaw, F. S., and Southwell, R. V. (1941). “Relaxation methods applied to engineering problems, 7. Problems relating to the percolation of fluids through porous material.” Proc. R. Soc. London, Ser. A, 178, 1.
U.S. Army Corps of Engineers. (2003). “Engineering and design: Slope stability.” Engineering manual EM 1110-2-1901, Vicksburg, Miss.
Van Genuchten, M. T. (1980). “A closed form equation for predicting the hydraulic conductivity of unsaturated soil.” Soil Sci. Soc. Am. J., 44, 892–898.
Vanapalli, S. K., Fredlund, D. G., Pufahl, D. E., and Clifton, A. W. (1996). “Model for the prediction of shear strength with respect to soil suction.” Can. Geotech. J., 33.
Voshchinin, A. P. (1939). “Flow of ground water in the body and base of an homogeneous earth dam with a horizontal under-drain with a finite depth of permeable material.” DAN, 25(9).
Zienkiewicz, O. C., Mayer, P., and Cheung, Y. K. (1966). “Solution of anisotropic seepage by finite elements.” J. Engrg. Mech. Div., 92(1), 111–120.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 133Issue 2April 2007
Pages: 116 - 130

History

Received: Aug 31, 2004
Accepted: Jul 5, 2006
Published online: Apr 1, 2007
Published in print: Apr 2007

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Authors

Affiliations

Ihssan A. Abdul Hussain
Research Scholar, Dept. of Civil Engineering, I.I.T Roorkee, Roorkee 247 667, Uttaranchal, India. E-mail: [email protected]
Deepak Kashyap
Professor, Dept. of Civil Engineering, I.I.T Roorkee, Roorkee 247 667, Uttaranchal, India (corresponding author). E-mail: [email protected]
K. S. Hari Prasad
Assistant Professor, Dept. of Civil Engineering, I.I.T Roorkee, Roorkee 247 667, Uttaranchal, India. E-mail: [email protected]

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