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Distribution of individual wave overtopping volumes on mound breakwaters

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Distribution of individual wave overtopping volumes on mound breakwaters

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dc.contributor.author Molines, Jorge es_ES
dc.contributor.author Herrera, Maria P. es_ES
dc.contributor.author GÓMEZ-MARTÍN, M. ESTHER es_ES
dc.contributor.author Medina, Josep R. es_ES
dc.date.accessioned 2020-11-17T04:32:03Z
dc.date.available 2020-11-17T04:32:03Z
dc.date.issued 2019-07 es_ES
dc.identifier.issn 0378-3839 es_ES
dc.identifier.uri http://hdl.handle.net/10251/155117
dc.description.abstract [EN] Conventional mound breakwaters are usually designed to withstand low mean wave overtopping discharges and a low proportion of overtopping waves (P-ow). Existing formulas to estimate P-ow, and maximum individual wave overtopping volume are usually based on tests with high P-ow; this study is focused on mound breakwaters subjected to P-ow, < 0.2. The performance of the 2-parameter Weibull and Exponential distributions is examined in order to describe individual wave overtopping volumes of mound breakwaters in non-breaking wave conditions. A new methodology is applied to 164 small-scale 2D physical tests to identify the number of overtopping waves, and the corresponding individual wave overtopping volumes. Utility functions are used to consider the relative relevance of the observed data: in this study, a quadratic utility function depending on all the individual wave overtopping volumes and step utility functions with 10%, 30% and 50% of the highest volumes are used to fit the Weibull and Exponential distributions. In this study, a new estimator of P-ow is proposed to improve the predictions required to estimate the maximum individual wave overtopping volume. Existing estimators of P-ow, underpredict the largest values of P-ow, measured in the physical tests. The parameters fitted to the Weibull and Exponential distributions using the quadratic utility function provide estimations of the dimensionless maximum individual wave overtopping volume with relative mean squared errors rMSE = 10.4% and 10.6%, respectively. When CLASH Neural Network-estimated mean overtopping rates are used to predict the maximum individual wave overtopping with the quadratic utility function, the 2-parameter Weibull and Exponential distributions provide rMSE = 31.6% and rMSE = 33.3%, respectively. The new estimators proposed in this study improve the predictions of P-ow and maximum individual wave overtopping volumes on conventional mound breakwaters designed for low wave overtopping rates. es_ES
dc.description.sponsorship The authors are grateful for financial support from European FEDER and Spanish Ministerio de Economia y Competitividad (Grants BIA2012-33967 and BIA2015-70435-R), SATO (OHL Group), 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) and CDTI (Centro para el Desarrollo Tecnologico e Industrial). The authors also thank Debra Westall for revising the manuscript. es_ES
dc.language Inglés es_ES
dc.publisher Elsevier es_ES
dc.relation.ispartof Coastal Engineering es_ES
dc.rights Reconocimiento - No comercial - Sin obra derivada (by-nc-nd) es_ES
dc.subject Individual wave overtopping volumes es_ES
dc.subject Wave overtopping es_ES
dc.subject Mound breakwater es_ES
dc.subject Weibull distribution es_ES
dc.subject Utility function es_ES
dc.subject Number of overtopping waves es_ES
dc.subject.classification INGENIERIA E INFRAESTRUCTURA DE LOS TRANSPORTES es_ES
dc.title Distribution of individual wave overtopping volumes on mound breakwaters es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1016/j.coastaleng.2019.03.006 es_ES
dc.relation.projectID info:eu-repo/grantAgreement/UPV//PAID-06-18/ es_ES
dc.relation.projectID info:eu-repo/grantAgreement/MINECO//BIA2012-33967/ES/ESTABILIDAD HIDRAULICA DE LOS MANTOS DE ESCOLLERA, CUBOS Y CUBIPODOS FRENTE A OLEAJE LIMITADO POR EL FONDO/ es_ES
dc.relation.projectID info:eu-repo/grantAgreement/MINECO//BIA2015-70436-R/ES/ESTABILIDAD HIDRAULICA DEL MANTO, BERMAS Y CORONACION DE DIQUES EN TALUD CON REBASE Y ROTURA POR FONDO/ es_ES
dc.relation.projectID info:eu-repo/grantAgreement/UPV//SP20180111/ 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.description.bibliographicCitation Molines, J.; Herrera, MP.; Gómez-Martín, ME.; Medina, JR. (2019). Distribution of individual wave overtopping volumes on mound breakwaters. Coastal Engineering. 149:15-27. https://doi.org/10.1016/j.coastaleng.2019.03.006 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.1016/j.coastaleng.2019.03.006 es_ES
dc.description.upvformatpinicio 15 es_ES
dc.description.upvformatpfin 27 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 149 es_ES
dc.relation.pasarela S\386843 es_ES
dc.contributor.funder European Regional Development Fund es_ES
dc.contributor.funder Sociedad Anónima Trabajos y Obras es_ES
dc.contributor.funder Universitat Politècnica de València es_ES
dc.contributor.funder Ministerio de Economía y Competitividad es_ES
dc.contributor.funder Centro para el Desarrollo Tecnológico Industrial es_ES


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