Research Article
Jun 1976
Finite Element Solution of Saint-Venant Equations
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VIEW THE REPLYAuthors: Richard L. Cooley and Syed Afaq MoinAuthor Affiliations
Publication: Journal of the Hydraulics Division
Volume 102, Issue 6
Abstract
A finite element solution based on the Galerkin method was developed for the Saint-Venant equations that approximately govern unsteady flow in rigid open channels. A predictor-corrector solution scheme produced theoretically stable and convergent results, and applications to test problems confirmed stability provided that time steps were not so large as to render invalid the Newton linearization scheme used for the friction factor. Linear elements were adequate for all problems solved. Time step limitations to produce accurate results were closely related to: (1) The degree to which piecewise linear functions describing the variation of depth and discharge in time could be fit to the actual curvilinear functions; and (2) the value given to the time step weighting factor. Values of this factor near 0.5 gave the best results.
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Published In
Journal of the Hydraulics Division
Volume 102 • Issue 6 • June 1976
Pages: 759 - 775
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Jun 1976
Published online: Feb 3, 2021
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Richard L. Cooley
Hydrologist, U.S. Geological Survey. Denver, Colo.; formerly, Assoc. Research Prof., Center for Water Resources Research, Desert Research Inst., Reno, Nev. and Assoc. Prof. of Geology, Univ. of Nevada, Reno, Nev
Syed Afaq Moin
Environmental Engr., Toronto Area Airports Project, Ministry of Transport, Toronto, Canada
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