A time-domain boundary element method is developed to simulate linear waves generated by a wave paddle or a horizontal-moving landslide of an arbitrary profile. In this approach, a time-integration procedure is used to apply the boundary conditions, and the wave field at each time step is solved by an integral equation method based on Green’s theorem. Numerical models in three dimensions are developed to simulate waves generated by landslides. The models were validated against theoretical and experimental results on comparative wavemaker problems. Numerical simulation results on landslide-generated waves demonstrate a number of features of interest. Design curves for engineering applications are also developed for quick estimate of magnitudes of landslide-generated waves in engineering applications.
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ASME 2004 23rd International Conference on Offshore Mechanics and Arctic Engineering
June 20–25, 2004
Vancouver, British Columbia, Canada
Conference Sponsors:
- Ocean, Offshore, and Arctic Engineering Division
ISBN:
0-7918-3743-2
PROCEEDINGS PAPER
Numerical Study of Landslide-Generated Waves
Gang Yang,
Gang Yang
Coastal Systems International, Inc., Coral Gables, FL
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Michael Isaacson
Michael Isaacson
University of British Columbia, Vancouver, BC, Canada
Search for other works by this author on:
Gang Yang
Coastal Systems International, Inc., Coral Gables, FL
Michael Isaacson
University of British Columbia, Vancouver, BC, Canada
Paper No:
OMAE2004-51408, pp. 717-724; 8 pages
Published Online:
December 22, 2008
Citation
Yang, G, & Isaacson, M. "Numerical Study of Landslide-Generated Waves." Proceedings of the ASME 2004 23rd International Conference on Offshore Mechanics and Arctic Engineering. 23rd International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts A and B. Vancouver, British Columbia, Canada. June 20–25, 2004. pp. 717-724. ASME. https://doi.org/10.1115/OMAE2004-51408
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