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contributor authorNikolaos D. Katopodes
date accessioned2017-05-08T20:38:56Z
date available2017-05-08T20:38:56Z
date copyrightApril 1984
date issued1984
identifier other%28asce%290733-9429%281984%29110%3A4%28450%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22307
description abstractThe finite element method based on the classical Galerkin formulation produces very poor results when applied to discontinuous channel flow. A variance of the Galerkin method is proposed that exhibits highly selective damping characteristics. The dissipation affects only the numerically‐generated high‐frequency parasitic waves, while maintaining remarkable accuracy in the approximation to the true solution of the problem. In fact, it is shown that the phase error of the finite element simulation is improved by the introduction of dissipation. The resulting model is second‐order accurate with respect to the time step and produces a clean, sharp jump structure that agrees favorably with the exact solution of some test problems. The method is based on discontinuous weighting functions that produce “upwind” effects but at the same time maintain the accuracy of a central difference scheme. The dissipation level is selected by analytical investigations, so that the numerical error is minimized. No second‐order pseudo viscosity terms are required, which relaxes the interelement continuity conditions and results in a very simple and inexpensive scheme.
publisherAmerican Society of Civil Engineers
titleA Dissipative Galerkin Scheme for Open‐Channel Flow
typeJournal Paper
journal volume110
journal issue4
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1984)110:4(450)
treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 004
contenttypeFulltext


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