DEVELOPMENT OF TWO-DIMENSIONAL NUMERICAL WAVE FLUME FOR WAVE INTERACTION WITH RUBBLE MOUND BREAKWATERS

Peter Troch; Julien De Rouck

doi:10.9753/icce.v26.%p

Núm. 26 (1998), Conference Proceedings

Núm. 26 (1998)

DEVELOPMENT OF TWO-DIMENSIONAL NUMERICAL WAVE FLUME FOR WAVE INTERACTION WITH RUBBLE MOUND BREAKWATERS

Conference Proceedings

Publicado 1998-01-29

Peter Troch⁺⁻
Julien De Rouck⁺⁻

Peter Troch

Dept. Of Civil Engineering, University of Gent

Julien De Rouck

Dept. Of Civil Eng., University of Gent

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Palabras clave

numerical wave
flume
breakwater
rubble mound breakwater

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DEVELOPMENT OF TWO-DIMENSIONAL NUMERICAL WAVE FLUME FOR WAVE INTERACTION WITH RUBBLE MOUND BREAKWATERS. (1998). Coastal Engineering Proceedings, 1(26). https://doi.org/10.9753/icce.v26.%p

Resumen

The numerical wave flume VOFbreak2 for simulation of wave interaction with a rubble mound breakwater is presented. The key innovations are a porous flow model and wave boundary conditions. The porous flow is implemented using a Forchheimer model. At the boundaries waves are generated using a combined wave generation-absorption technique and are absorped using a numerical sponge layer.

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Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.

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DEVELOPMENT OF TWO-DIMENSIONAL NUMERICAL WAVE FLUME FOR WAVE INTERACTION WITH RUBBLE MOUND BREAKWATERS

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