Seepage Around Horizontal Drains in Hill Slopes
Publication: Journal of Hydraulic Engineering
Volume 109, Issue 10
Abstract
An empirical equation is derived for horizontal drains. The equation is based on results of finite element analysis and verified by a set of laboratory experiments. The empirical equation provides a simple and quick way to calculate the downstream water depth as a function of the drain spacing and slope of the impermeable bed. The equation is useful for planning or design, purposes, or both, when horizontal drains are used for lowering the groundwater table in slopes.
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References
1.
Cheng, R. T., and Li, C. Y., “On the Solution of Transient Free‐Surface Flow Problems in Porous Media by the Finite Element Method,” Journal of Hydrology, Vol. 20, 1973.
2.
Childs, E. C., “Drainage of Ground Water Resting on a Sloping Bed,” Water Resources Research, Vol. 7, No. 5, 1971, pp. 1256–1263.
3.
Choi, E. C. C., “Seepage Around Horizontal Drains—Two and Three‐Dimensional Finite Element Analysis,” Journal of the Hong Kong Institution of Engineers, Sept., 1977, pp. 35–39.
4.
Choi, E. C. C., “A Finite Element Study of Steady State Flow in an Unconfined Aquifer Resting on a Sloping Bed,” Water Resources Research, Vol. 3, No. 14, 1978, pp. 391–394.
5.
Choi, Y. L., “Design of Horizontal Drains,” Journal of the Engineering Society of Hong Kong, Dec., 1974, pp. 37–49.
6.
Neuman, S. P., and Witherspoon, P. A., “Finite Element Method of Analyzing Steady Seepage with a Free Surface,” Water Resources Research, Vol. 6, No. 3, 1970, pp. 689–697.
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Copyright © 1983 ASCE.
History
Published online: Oct 1, 1983
Published in print: Oct 1983
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