A Dissipative Galerkin Scheme for Open‐Channel FlowSource: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 004Author:Nikolaos D. Katopodes
DOI: 10.1061/(ASCE)0733-9429(1984)110:4(450)Publisher: American Society of Civil Engineers
Abstract: The 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.
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| contributor author | Nikolaos D. Katopodes | |
| date accessioned | 2017-05-08T20:38:56Z | |
| date available | 2017-05-08T20:38:56Z | |
| date copyright | April 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9429%281984%29110%3A4%28450%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/22307 | |
| description abstract | The 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. | |
| publisher | American Society of Civil Engineers | |
| title | A Dissipative Galerkin Scheme for Open‐Channel Flow | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 4 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1984)110:4(450) | |
| tree | Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 004 | |
| contenttype | Fulltext |