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dc.contributor.author | Herrera Gamboa, María Piedad | es_ES |
dc.contributor.author | Medina Folgado, Josep Ramon | es_ES |
dc.date.accessioned | 2016-11-16T14:43:18Z | |
dc.date.available | 2016-11-16T14:43:18Z | |
dc.date.issued | 2015-09 | |
dc.identifier.issn | 0378-3839 | |
dc.identifier.uri | http://hdl.handle.net/10251/74225 | |
dc.description.abstract | The toe berm is a relevant design element when rubble mound breakwaters are built on steep sea bottoms in breaking conditions. Different design formulas can be found in the literature to predict the damage caused to submerged toe berms placed on gentle bottom slopes. However, these formulas are not valid for very shallow waters in combination with steep sea bottoms where toe berms receive the full force of breaking waves. To guarantee breakwater stability in these conditions, new design formulas are needed for toe berms. To this end, physical model tests were carried out and data were analyzed to characterize rock toe berm stability in very shallow water and with a bottom slope m = 1/10. Based on test results, a new formula was developed with three parameters to estimate the nominal diameter (Dn50) of the toe berm rocks: water depth at the toe (hs), deep water significant wave height (Hs0), and deep water wave length (L0p). | es_ES |
dc.description.sponsorship | The first author was financially supported through the FPU program (Formacion del Profesorado Universitario) funded by the Spanish Ministry of Education (Ministerio de Educacion, Cultura y Deporte) FPU13/01872. The authors also acknowledge financial support from the Spanish Ministry of Economy and Competitiveness (grant BIA2012-33967). The authors thank Debra Westall for revising the manuscript. | en_EN |
dc.language | Inglés | es_ES |
dc.publisher | Elsevier | es_ES |
dc.relation.ispartof | Coastal Engineering | es_ES |
dc.rights | Reserva de todos los derechos | es_ES |
dc.subject | Mound breakwater | es_ES |
dc.subject | Toe berm design | es_ES |
dc.subject | Shallow water | es_ES |
dc.subject | Steep sea bottom | es_ES |
dc.subject | Breaking conditions | es_ES |
dc.subject.classification | INGENIERIA E INFRAESTRUCTURA DE LOS TRANSPORTES | es_ES |
dc.title | Toe berm design for very shallow waters on steep sea bottoms | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.1016/j.coastaleng.2015.06.005 | |
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/MECD//FPU13%2F01872/ES/FPU13%2F01872/ | 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. Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos - Escola Tècnica Superior d'Enginyers de Camins, Canals i Ports | es_ES |
dc.description.bibliographicCitation | Herrera Gamboa, MP.; Medina Folgado, JR. (2015). Toe berm design for very shallow waters on steep sea bottoms. Coastal Engineering. 103:67-77. https://doi.org/10.1016/j.coastaleng.2015.06.005 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | http://dx.doi.org/10.1016/j.coastaleng.2015.06.005 | es_ES |
dc.description.upvformatpinicio | 67 | es_ES |
dc.description.upvformatpfin | 77 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 103 | es_ES |
dc.relation.senia | 300651 | es_ES |
dc.contributor.funder | Ministerio de Educación, Cultura y Deporte | es_ES |
dc.contributor.funder | Ministerio de Economía y Competitividad | es_ES |