Research Article
Sep 1973
Seepage into Sheet Pile Cofferdam
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VIEW THE REPLYAuthors: B. S. Rama Rao and J. Visweswara RaoAuthor Affiliations
Publication: Journal of the Hydraulics Division
Volume 99, Issue 9
Abstract
It has been shown that the Weirstrass zeta function transforms a rectangle conformally into the geometry of a sheet pile cofferdam. A study of the relevant properties of this and the corresponding P-function is presented for the determination of the seepage flux, exit gradient, heaving gradient and the complete potential and velocity distribution for the steady seepage flow into the cofferdam. By a simple modification of the zeta function, a general transformation function to solve for widely different geometrical shapes of the cofferdams has been deduced. A review of the earlier solutions of this problem is given. A comparative study of all the solutions would seem to indicate that the zeta function of Weirstrass is particularly well-suited to the solution of this seepage problem.
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Published In
Journal of the Hydraulics Division
Volume 99 • Issue 9 • September 1973
Pages: 1515 - 1530
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Sep 1973
Published online: Feb 3, 2021
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B. S. Rama Rao
Asst. Prof. of Civ. Engrg., Indian Inst. of Tech., Kharagpur, India
J. Visweswara Rao
Prof. and Head, Dept. of Civ. Engrg., Indian Inst. of Tech., Kharagpur, India
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