Research Article
Sep 1967
Transient Solution for Drainage of Sloping Land
Authors: J. N. Luthin and J. C. GuitjensAuthor Affiliations
Publication: Journal of the Irrigation and Drainage Division
Volume 93, Issue 3
Abstract
A Hele-Shaw viscous flow model was used to obtain transient solutions for drainage of sloping land. The laws of similitude between the model and the prototype are shown to hold for the transient case as well as the steady state case. A series of solutions are presented for the configuration of the water table for lands with slope varying from 0 to 70%. Capillary flow in the region above the water table is ignored and it is assumed that the drainage ditches penetrate to an impermeable layer.
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Published In
Journal of the Irrigation and Drainage Division
Volume 93 • Issue 3 • September 1967
Pages: 43 - 52
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: Sep 1967
Published online: Feb 11, 2021
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Authors
Affiliations
J. N. Luthin
Prof. of Water Science and Civ. Engrg., Univ. of California, Davis, Calif
J. C. Guitjens
Research Asst., Dept. of Water Science and Engrg., Univ. of California, Davis, Calif
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