TECHNICAL NOTES
May 1, 1992

Comparative Survey of Four Unsaturated Soil Flow Equations

Publication: Journal of Hydraulic Engineering
Volume 118, Issue 5

Abstract

Four equations for water flow in unsaturated porous media are compared with the results of several years of data collected in the field. The equations consist of one attributed to Darcy and three developed by Klute, Morel-Seytoux, and Gelhar. The equations require different input parameters, but limiting the input variables to data collectable in a typical soil survey has been attempted. The field data (not collected by the writers) consist of monitoring the downward movement of tritiated water in a research watershed to a depth of 310 in. (787 cm). Soil moisture characteristic curves for the various soil types within the monitored depth are developed by a computer program developed by the writers. Results show that the four equations predict the rate of downward water flow with varying accuracies depending on the soil type within the profile and moisture conditions of the soil. The results are summarized in graphical and tabular form, and conclusions are drawn from the results.

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References

1.
Corey, A. T. (1977). Mechanics of heterogeneous fluids in porous media. Water Resources Publications, Ft.Collins, Colo.
2.
Darcy, H. (1865). The theory of groundwater movement and related papers. H. K. Hubbert, trans. 1969, Hafner, New York, N.Y.
3.
Fiuzat, A. A., and Moughton, D. (1987). “Contaminant transport in the unsaturated zone.” Report No. 124, South Carolina Water Resources Research Institute at Clemson Univ., Clemson, S.C.
4.
Gelhar, L., and Wilson, J. L. (1974). “Dispersive mixing in a partially saturatedporous media.” Report 191, Ralph M. Parson Laboratory at Massachusetts Institute of Technology, Boston, Mass.
5.
Klute, A. (1969). “The movement of water in unsaturated soils.” The Progress of Hydrology, Univ. of Illinois at Urbana, III., 821–886.
6.
Ligon, J. T., and Wilson, T. V. (1972). “Deep seepage on Piedmont watersheds.” Report No. 29, South Carolina Water Resources Research Institute at Clemson Univ., Clemson, S.C.
7.
Morel‐Seytoux, H. J. (1973). Two phase flow in porous media. Vol. 9, Academic Press, Inc., New York, N.Y.
8.
Moughton, D. (1987). “A comparative survey of unsaturated soil flow equations,” MS thesis, Clemson Univ., Clemson, S.C.

Information & Authors

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 118Issue 5May 1992
Pages: 786 - 791

History

Published online: May 1, 1992
Published in print: May 1992

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Authors

Affiliations

Abbas A. Fiuzat, Member, ASCE
Sr. Tech. Cons., Environmental Consulting Engrs., Inc., Knoxville, TN 37933
David W. Moughton, Member, ASCE
Hydr. Engr., U.S. Army Corps of Engrs., Chicago, IL 60606

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