Validation of a Boussinesq-type wave model applicable to any depth

Konstantinos Papadopoulos; Anastasios Metallinos; Constantine Memos

Validation of a Boussinesq-type wave model applicable to any depth

Konstantinos Papadopoulos, Anastasios Metallinos, Constantine Memos

Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Abstract

The applicability of a Boussinesq-type wave model has been tested for cases of regular wave propagation in one horizontal dimension. The model (Chondros and Memos, 2012) is able to simulate wave propagation from deep through to shallow waters. Here an expansion is included, based on Metallinos and Memos (2012), coupling the main solver with a nonlinear Darcy-Forchheimer equation to cope with the interaction of waves and permeable submerged structures. Results for wave propagation over a permeable steep bar indicated a better behaviour of the model than when an impermeable one is present.

Original language	English
Title of host publication	E-Proceedings of the 3rd IAHR Europe Congress
Place of Publication	Porto, Portugal
Number of pages	10
Publication status	Published - Mar 2014

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title = "Validation of a Boussinesq-type wave model applicable to any depth",

abstract = "The applicability of a Boussinesq-type wave model has been tested for cases of regular wave propagation in one horizontal dimension. The model (Chondros and Memos, 2012) is able to simulate wave propagation from deep through to shallow waters. Here an expansion is included, based on Metallinos and Memos (2012), coupling the main solver with a nonlinear Darcy-Forchheimer equation to cope with the interaction of waves and permeable submerged structures. Results for wave propagation over a permeable steep bar indicated a better behaviour of the model than when an impermeable one is present.",

author = "Konstantinos Papadopoulos and Anastasios Metallinos and Constantine Memos",

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AU - Metallinos, Anastasios

AU - Memos, Constantine

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N2 - The applicability of a Boussinesq-type wave model has been tested for cases of regular wave propagation in one horizontal dimension. The model (Chondros and Memos, 2012) is able to simulate wave propagation from deep through to shallow waters. Here an expansion is included, based on Metallinos and Memos (2012), coupling the main solver with a nonlinear Darcy-Forchheimer equation to cope with the interaction of waves and permeable submerged structures. Results for wave propagation over a permeable steep bar indicated a better behaviour of the model than when an impermeable one is present.

AB - The applicability of a Boussinesq-type wave model has been tested for cases of regular wave propagation in one horizontal dimension. The model (Chondros and Memos, 2012) is able to simulate wave propagation from deep through to shallow waters. Here an expansion is included, based on Metallinos and Memos (2012), coupling the main solver with a nonlinear Darcy-Forchheimer equation to cope with the interaction of waves and permeable submerged structures. Results for wave propagation over a permeable steep bar indicated a better behaviour of the model than when an impermeable one is present.

M3 - Conference contribution

BT - E-Proceedings of the 3rd IAHR Europe Congress

CY - Porto, Portugal

ER -