TECHNICAL PAPERS
Sep 1, 1987

Seepage Charts for Homogeneous and Zoned Embankments

Publication: Journal of Geotechnical Engineering
Volume 113, Issue 9

Abstract

The writer presents seepage charts for calculating the quantity of flow Q and critical points on the phreatic surface, A and B, for homogeneous and zoned embankments on an impervious foundation. The charts are basically a practitioner's tool for rapidly estimating seepage quantities for both homogeneous and zoned embankments. The charts will also aid in the actual flownet construction. The charts were developed from a computer program developed by the writer using the method of fragments. In comparison to flownet solutions, the charts give an average error for seepage quantity of +5%. For points on the phreatic surface A and B), an average error of -8 and +4%, respectively, are attained. Input variables are upstream and downstream core slopes, downstream shell slope, permeability of core and shell, pool elevation, and crest width. A method is also presented to estimate the seepage quantity for upstream sloping core embankments.

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References

1.
Cedegren, H. R., Seepage, Drainage, and Flownets, John Wiley and Sons, Inc., New York, N.Y., 1967.
2.
“Flow Net Construction and Use,” Soil Mechanics Note No. 5, Soil Conservation Service, Engineering Division, U.S. Department of Agriculture, Washington, D.C., 1973.
3.
Gilboy, G., “Hydraulic‐Fill Dams,” Proceedings, International Committee on Large Dams, World Power Conference, Stockholm, Sweden, 1933.
4.
Harr, M. E., Groundwater and Seepage, McGraw Hill Book Company, New York, N.Y., 1962.
5.
Pavlovsky, N. N., Collected Works, Akad. Nank USSR, Leningrad, U.S.S.R., 1956.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 113Issue 9September 1987
Pages: 996 - 1012

History

Published online: Sep 1, 1987
Published in print: Sep 1987

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Authors

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Michael W. Stello, M. ASCE
Geotech. Engr., Foundations and Materials Branch, Baltimore Dist., Corps of Engineers, Baltimore, MD 21201

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