Lili Kimmoun

Centrale Marseille

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Sunil Mohanlal

École nationale des ponts et chaussées

Stéphan T. Grilli

University of Rhode Island

Jeffrey C. Harris

Laboratoire d'Hydraulique Saint-Venant

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École nationale des ponts et chaussées

University of Rhode Island

Centrale Marseille

Institut de Recherche sur les Phénomènes Hors Équilibre

Électricité de France (France)

Laboratoire d'Hydraulique Saint-Venant

University of Delaware

HR Wallingford

Penza State University of Architecture and Construction

Centre National de la Recherche Scientifique

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SIMULATION OF STEEPNESS-LIMITED BREAKING WAVES IN A FULLY NONLINEAR POTENTIAL FLOW MODEL

Coastal Engineering Proceedings (2023)

Sunil Mohanlal Lili Kimmoun Stéphan T. Grilli Jeffrey C. Harris

Steepness-limited wave breaking is simulated in a fully nonlinear potential flow model and validated with laboratory data. Breaking onset is based on the ratio of horizontal particle velocity at the crest, relative to the crest velocity reaching a threshold value. A breaking dissipation model, where the non-dimensional breaking strength parameter is predicted based on the linear wave steepness is used. A new time-dependent dissipation is tested, and the breaking termination criterion is studied.

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Breaking strength

10.9753/icce.v37.waves.24

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