Abstract

Reflection of water waves on mantIme structures is an important problem of coastal engineering. Classic reflection conditions on structures require the knowledge of an angle of incidence that is a priori unknown. ln order to get rid of it, we develop a horizontal dissipative model for water waves. Dissipation is assessed from the propagation of wave in a bilayer composed of a layer of fluid covering a porous bed. The model is tested on a triangular porous bar and a rubble mound breakwater.

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