Representation Of Partial Wave Reflection And

Transmission For Rubble Mound Coastal Structures

Th.V. Karambas; B.C. Bowers

doi:10.2495/HY960421

Representation Of Partial Wave Reflection And Transmission For Rubble Mound Coastal Structures

Price

Free (open access)

Transaction

WIT Transactions on Ecology and the Environment

Volume

Pages

Published

1996

Size

656 kb

Paper DOI

10.2495/HY960421

WIT Press

Author(s)

Th.V. Karambas & B.C. Bowers

Abstract

This work presents a description of partial wave reflection and transmission effects for rubble mound structures using time dependent depth averaged equations of the type used in a Boussinesq non linear wave model and in a hyperbolic linear wave model. Energy losses due to friction effects on the rough slope of a rubble mound structure can be represented using a friction area in front of a vertically faced homogeneous porous structure. The flow resistance within the structure is simulated in a similar way by incorporating an additional term in the momentum equation given by a Dupuit-Forchheimer relationship. 1. Introduction Pre

Keywords

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Code

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