Research Article
Jan 1970
Numerical Method of Computing Flow Profiles
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 96, Issue 1
Abstract
A simple rapidly converging iterative method of computing gradually varied steady flow profiles in open channels of any shape, prismatic or nonprismatic, is presented. The method is also applicable to spatially varied steady flow. It is not necessary to determine the shape of the expected profile or the type of flow in advance to proceed with the solution. Computations can proceed either upstream or downstream, regardless of the type of flow, once the channel, discharge, and the initial depth of flow are specified. The procedure for hand computation is illustrated by an example and a Fortran program is given.
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Published In
Journal of the Hydraulics Division
Volume 96 • Issue 1 • January 1970
Pages: 75 - 86
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Jan 1970
Published online: Feb 3, 2021
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Authors
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Ramanand Prasad, AM.ASCE
Head; Surface Water Sec., Dept. of Nat. Resour., State of Indiana, Indianapolis, I. N
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