Uplift Pressure in Crack Below Dam
Publication: Journal of Energy Engineering
Volume 109, Issue 4
Abstract
A specific analytical solution for flow through a horizontal crack of finite length drained by a series of vertical drains is presented. The solution is used to derive diagrams of uplift pressure on the base of a dam and to demonstrate the influence of drains on the distribution and magnitude of uplift forces. Our solution shows that there should be an almost linear drop in hydraulic head from the entrance to the crack at the heel of the dam to the line of drains, followed by a slight rise in head to the end of the crack. This is consistent with a previously suggested solution for porous media. The results show that drain holes are effective in substantially reducing uplift pressures in a crack and have the greatest influence when located between approximately one half and one fifth of the length of the crack from its upstream end.
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References
1.
Casagrande, A., “Control of Seepage through Foundations and Abutments of Dams,” First Rankine Lecture, Geotechnique, Vol. II, June, 1961, pp. 159–180.
2.
“Design Criteria for Concrete Gravity and Arch Dams,” U.S. Bureau of Reclamation, Engineering Monograph No. 19, Denver, Colo., 1960.
3.
Goodman, R. E., and Sundaram, P. N., “Permeability and Piping in Fractured Rocks,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 106, No. GT5, Proc. Paper 15433, May, 1980, pp. 485–498.
4.
Hantush, M., and Jacob, C. E., “Plane Potential Flow of Ground Water with Linear Leakage,” Transactions, American Geophysical Union, Vol. 35, No. 6, pp. 917–936.
5.
Keener, K. B., “Uplift Pressures in Concrete Dams,” Transactions, ASCE, Vol. 116, Paper No. 2469, 1951, pp. 1218–1237.
6.
Louis, C., “Etude des ecoulements d'eau dans les roches fissurees et de leurs influences sur la stabilite des massifs rocheux,” thesis presented to the University of Karlsruhe, at Karlsruhe, West Germany, in 1968, in partial fulfillment of the requirements for the degree of Doctor of Philosophy; available in English as Rock Mechanics Progress Report 10, Imperial College, London, England.
7.
Rissler, P., “Determination of the Water Permeability of Jointed Rock,” Publications of the Institute for Foundation Engineering, Soil Mechanics, Rock Mechanics and Water Ways Construction, University of Aachen, Aachen, West Germany, 1968, English edition.
8.
Streeter, V. L., “Fluid Mechanics,” McGraw‐Hill, Inc., New York, N.Y., 1971, pp. 296–297.
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Copyright © 1983 ASCE.
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Published online: Dec 1, 1983
Published in print: Dec 1983
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