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dc.contributor.author | Molines, Jorge | es_ES |
dc.contributor.author | Bayón, Arnau | es_ES |
dc.contributor.author | GÓMEZ-MARTÍN, M. ESTHER | es_ES |
dc.contributor.author | Medina, Josep R. | es_ES |
dc.date.accessioned | 2020-05-23T03:01:10Z | |
dc.date.available | 2020-05-23T03:01:10Z | |
dc.date.issued | 2019-12-11 | es_ES |
dc.identifier.uri | http://hdl.handle.net/10251/144218 | |
dc.description.abstract | [EN] Background literature on the influence of parapets on the overtopping of mound breakwaters is limited. In this study, numerical tests were conducted using computational fluid dynamics (CFD) to analyze the influence of nine crown wall geometries (seven with parapets). The CFD model was implemented in OpenFOAM((R)) and successfully validated with laboratory tests. A new estimator of the dimensionless mean wave-overtopping discharges (logQ) on structures with parapets is proposed. The new estimator depends on the estimation of logQ of the same structure without a parapet. The effects on wave overtopping of the parapet angle (epsilon(p)), parapet width (w(p)), and parapet height (h(p)) were analyzed. Low values of epsilon(p) and w(p)/h(p) approximate to 1 produced the highest parapet effectiveness to reduce the mean wave-overtopping discharges. | es_ES |
dc.description.sponsorship | This research was funded by Universitat Politecnica de Valencia (Grant SP20180111, Primeros Proyectos de Investigacion (PAID-06-18), Vicerrectorado de Investigacion, Innovacion y Transferencia de la Universitat Politecnica de Valencia). The authors are grateful for financial support from European FEDER and Spanish Ministerio de Economía y Competitividad (Grant RTI2018-101073-B-I00), SATO (OHL Group). The authors acknowledge the support provided by the postdoctoral company internship program AEST granted to Jorge Molines by Generalitat Valenciana (Grant AEST/2019/004) and by the postdoctoral program APOSTD granted to Arnau Bayon by Generalitat Valenciana (Grant APOSTD/2019/100). | es_ES |
dc.language | Inglés | es_ES |
dc.publisher | MDPI AG | es_ES |
dc.relation.ispartof | Sustainability | es_ES |
dc.rights | Reconocimiento (by) | es_ES |
dc.subject | Wave overtopping | es_ES |
dc.subject | Bullnose | es_ES |
dc.subject | Parapet | es_ES |
dc.subject | Recurved wall | es_ES |
dc.subject | Mound breakwater | es_ES |
dc.subject | CFD | es_ES |
dc.subject | VOF | es_ES |
dc.subject | RANS | es_ES |
dc.subject | OpenFOAM | es_ES |
dc.subject | Crown wall | es_ES |
dc.subject.classification | INGENIERIA E INFRAESTRUCTURA DE LOS TRANSPORTES | es_ES |
dc.subject.classification | MECANICA DE FLUIDOS | es_ES |
dc.title | Influence of Parapets on Wave Overtopping on Mound Breakwaters with Crown Walls | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.3390/su11247109 | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/UPV//PAID-06-18/ | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/UPV//SP20180111/ | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/GVA//AEST%2F2019%2F004/ | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/RTI2018-101073-B-I00/ES/ESTABILIDAD HIDRAULICA Y TRANSMISION DE DIQUES ROMPEOLAS HOMOGENEOS DE BAJA COTA DISEÑADOS A ROTURA POR FONDO/ | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/GVA//APOSTD%2F2019%2F100/ | es_ES |
dc.rights.accessRights | Abierto | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Departamento de Ingeniería e Infraestructura de los Transportes - Departament d'Enginyeria i Infraestructura dels Transports | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Departamento de Ingeniería Hidráulica y Medio Ambiente - Departament d'Enginyeria Hidràulica i Medi Ambient | es_ES |
dc.description.bibliographicCitation | Molines, J.; Bayón, A.; Gómez-Martín, ME.; Medina, JR. (2019). Influence of Parapets on Wave Overtopping on Mound Breakwaters with Crown Walls. Sustainability. 11(24):1-19. https://doi.org/10.3390/su11247109 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | https://doi.org/10.3390/su11247109 | es_ES |
dc.description.upvformatpinicio | 1 | es_ES |
dc.description.upvformatpfin | 19 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 11 | es_ES |
dc.description.issue | 24 | es_ES |
dc.identifier.eissn | 2071-1050 | es_ES |
dc.relation.pasarela | S\399245 | es_ES |
dc.contributor.funder | Generalitat Valenciana | es_ES |
dc.contributor.funder | Agencia Estatal de Investigación | es_ES |
dc.contributor.funder | European Regional Development Fund | es_ES |
dc.contributor.funder | Universitat Politècnica de València | es_ES |
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