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Experimental and numerical simulations of oblique extreme wave conditions in front of a breakwater's trunk and round head

Abstract: Climate change studies already reported sea level rise as an accepted scenario, which induces changes in nearshore wave conditions. A large range of new experiences including water level, run-up, overtopping, hydrodynamic data for different wave steepnesses and directions was performed in the Leibniz Universität Hannover (LUH) wave basin for a rubble mound breakwater with a slope of 1(V):2(H). This work presents, focusing on oblique extreme wave conditions, numerical simulations of the hydrodynamics in that experiment using OpenFOAM®. Results of the wave generation boundary conditions and their propagation, namely elevation of the water level free-surface and velocity data at specific locations are compared and discussed with data from experimental measurements acquired by acoustic wave gauges and acoustic doppler velocimeter (ADV) / Vectrino equipment. Although an exact match between numerical and laboratory values was not reached, an appropriate incident wave angle and a reasonable amplitude of velocities and water depths was achieved and the same happened to the statistics of those values.

 Fuente: Journal of Integrated Coastal Zone Management 2021, 21, 2, 73-85

 Publisher: APRH (Associação Portuguesa dos Recursos Hídricos)

 Year of publication: 2021

 No. of pages: 14

 Publication type: Article

 DOI: 10.5894/rgci-n294

 ISSN: 1646-8872

 Publication Url: http://doi.org/ 10.5894/rgci-n294

Authorship

CARVALHO, R.F.

SANTOS, J.A.

BEG, MD. N.A.

LOPES, P.M.

FORTES, J.C.