Abstract
ABSTRACT Reflection of water waves on maritime 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. In 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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