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Conference paper

Computation of nonlinear water waves with a high-order Boussinesq model

In Proceedings of the 29th International Conference on Coastal Engineering — 2005, pp. 56-68

Edited by Smith, Jane McKee

From

Coastal, Maritime and Structural Engineering, Department of Mechanical Engineering, Technical University of Denmark1

Department of Mechanical Engineering, Technical University of Denmark2

Computational highlights from a recently developed high-order Boussinesq model are shown. The model is capable of treating fully nonlinear waves (up to the breaking point) out to dimensionless depths of (wavenumber times depth) kh \approx 25. Cases considered include the study of short-crested waves in shallow/deep water, resulting in hexagonal/rectangular surface patterns; crescent waves, resulting from unstable perturbations of plane progressive waves; and highly-nonlinear wave-structure interactions.

The emphasis is on physically demanding problems, and in eachcase qualitative and (when possible) quantitative accuracy is demonstrated, reflecting the current state-of-the-art in high-order Boussinesq modeling.

Language: English
Publisher: World Scientific
Year: 2005
Pages: 56-68
Proceedings: 29th International Conference on Coastal Engineering
ISBN: 9812562982 , 9812701915 , 9789812562982 and 9789812701916
Types: Conference paper
ORCIDs: Fuhrman, David R. , Madsen, Per A. and Bingham, Harry

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