TECHNICAL PAPERS
Oct 1, 1983

Irregular‐Grid Finite‐Difference Simulation of Lake Geneva Surge

Publication: Journal of Hydraulic Engineering
Volume 109, Issue 10

Abstract

Combining the neat representation of boundary geometry by finite‐element models with the advantage of fast numerical solution in finite‐difference models, an irregular‐grid finite‐difference model is developed to solve the hydrodynamic equations for a homogeneous shallow lake. With a coarse irregular grid consisting of only 52 points the model is used to simulate storm surges on Lake Geneva during a sixty‐hour episode of strong north‐easterly winds. The simulation results are compared with the actual water level observations.

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References

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Bauer, S. W., “Three‐Dimensional Irregular‐Grid Finite Difference Model of Wind Induced Water Level Fluctuations and Currents in a Homogeneous Lake with Applications to Lake Geneva,” Communication du Laboratoire d'Hydraulique, Report No. 41, Ecole Polytechnique Fédérale de Lausanne, Lausanne, Switzerland, 1979.
2.
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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 109Issue 10October 1983
Pages: 1285 - 1297

History

Published online: Oct 1, 1983
Published in print: Oct 1983

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Authors

Affiliations

Sebastian W. Bauer
Branch Mgr. and Resident Engr., Swiss Consultants, Baghdad, Iraq, for Motor Columbus Consulting Engrs., CH‐5401 Baden, Switzerland (formerly Laboratoire d'Hydraulique, Ecole Polytechnique Fédérale de Lausanne, Lausanne, Switzerland)
Klaus D. Schmidt
Seminar für Statistik der Universität Mannheim, A 5, D‐6800 Mannheim, West Germany (formerly Département de Mathématiques, Ecole Polytechnique Fédérale de Lausanne, Lausanne, Switzerland)

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