Research Article
Jul 1979
Canal Seepage with Boundary at Finite Depth
Authors: Heramb D. Sharma and Amrik S. ChawlaAuthor Affiliations
Publication: Journal of the Hydraulics Division
Volume 105, Issue 7
Abstract
Closed-form solution for the problem of seepage from channels in homogeneous and isotropic material extending up to finite depth with drainages at a finite distance from the canal and at finite depth has been obtained by the use of conformal mapping. Equations for seepage discharge and the shape of the phreatic line are given. The analysis indicates that the phreatic surface rises with decrease in the depth of impervious layer, and increase in the width of the channel and the drainage distance. For larger values of T/n, the phreatic surface is seen to curve continuously and is S-shaped. With a decrease in the value of T/n, the curvature of the phreatic surface is reduced. It is also seen that the seepage discharge increases with an increase in the depth of the pervious stratum and approaches the value for the case of a canal with depth of pervious stratum extending to infinity.
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Published In
Journal of the Hydraulics Division
Volume 105 • Issue 7 • July 1979
Pages: 877 - 897
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Jul 1979
Published online: Feb 3, 2021
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Authors
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Heramb D. Sharma
Prof., Water Resources Development Training Centre, Univ. of Roorkee, Roorkee, India
Amrik S. Chawla
Prof., Water Resources Development Training Centre, Univ. of Roorkee, Roorkee, India
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