dc.contributor.author | Carvalho, R.F. | |
dc.contributor.author | Santos, J.A. | |
dc.contributor.author | Barajas Ojeda, Gabriel | |
dc.contributor.author | Beg, MD. N.A. | |
dc.contributor.author | Lopes, P.M. | |
dc.contributor.author | Fortes, J.C. | |
dc.contributor.author | López Lara, Javier | |
dc.contributor.other | Universidad de Cantabria | es_ES |
dc.date.accessioned | 2022-03-09T17:15:52Z | |
dc.date.available | 2022-03-09T17:15:52Z | |
dc.date.issued | 2021 | |
dc.identifier.issn | 1646-8872 | |
dc.identifier.uri | http://hdl.handle.net/10902/24195 | |
dc.description.abstract | ABSTARCT: 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. | es_ES |
dc.format.extent | 14 p. | es_ES |
dc.language.iso | eng | es_ES |
dc.publisher | APRH (Associação Portuguesa dos Recursos Hídricos) | es_ES |
dc.rights | Attribution 4.0 International. ©Los autores | es_ES |
dc.rights.uri | http://creativecommons.org/licenses/by/4.0/ | * |
dc.source | Journal of Integrated Coastal Zone Management 2021, 21, 2, 73-85 | es_ES |
dc.subject.other | Breakwater | es_ES |
dc.subject.other | Wave generation | es_ES |
dc.subject.other | OpenFOAM® | es_ES |
dc.subject.other | Scale-model tests | es_ES |
dc.subject.other | Oblique extreme wave conditions | es_ES |
dc.title | Experimental and numerical simulations of oblique extreme wave conditions in front of a breakwater's trunk and round head | es_ES |
dc.type | info:eu-repo/semantics/article | es_ES |
dc.relation.publisherVersion | http://doi.org/ 10.5894/rgci-n294 | es_ES |
dc.rights.accessRights | openAccess | es_ES |
dc.identifier.DOI | 10.5894/rgci-n294 | |
dc.type.version | publishedVersion | es_ES |