TECHNICAL PAPERS
Nov 1, 2008

Modeling Dam Break Behavior over a Wet Bed by a SPH Technique

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 134, Issue 6

Abstract

Dam break evolution over dry and wet beds is analyzed with a smoothed particle hydrodynamics model. The model is shown to accurately fit both experimental dam break profiles and the measured velocities. In addition, the model allows one to study different propagation regimes during the dam break evolution. In particular, different dissipation mechanisms were identified: bottom friction and wave breaking. Although breaking dominates over wet beds at the beginning of the movement, bottom friction becomes the main dissipation mechanism in the long run.

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Acknowledgments

One of the writers, A. J. C. Crespo, would like to acknowledge Dr. Imre M. Janosi for kindly providing details about the experimental setup. R. A. Dalrymple acknowledges support of the Coastal Geosciences program of the Office of Naval Research.ONR

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 134Issue 6November 2008
Pages: 313 - 320

History

Received: Nov 14, 2006
Accepted: Apr 4, 2008
Published online: Nov 1, 2008
Published in print: Nov 2008

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Authors

Affiliations

A. J. Crespo [email protected]
Graduate Student, Grupo de Física de la Atmósfera y del Océano, Facultad de Ciencias, Univ. de Vigo, 32004 Ourense, Spain. E-mail: [email protected]
M. Gómez-Gesteira [email protected]
Professor Titular, Grupo de Física de la Atmósfera y del Océano, Facultad de Ciencias, Univ. de Vigo, 32004 Ourense, Spain. E-mail: [email protected]
R. A. Dalrymple, F.ASCE [email protected]
Hackerman Professor, Dept. of Civil Engineering, Johns Hopkins Univ., 3400 N. Charles St., Baltimore, MD 21218 (corresponding author). E-mail: [email protected]

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