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dc.contributor.authorRuju, Andrea
dc.contributor.authorHiguera Caubilla, Pablo
dc.contributor.authorLópez Lara, Javier 
dc.contributor.authorLosada Rodríguez, Iñigo 
dc.contributor.authorCoco, Giovanni
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2013-10-25T11:26:39Z
dc.date.available2013-10-25T11:26:39Z
dc.date.issued2012-12-14
dc.identifier.isbn978-0-9896611-1-9
dc.identifier.urihttp://hdl.handle.net/10902/3757
dc.description.abstractThis work presents the numerical study of rip current circulation on a barred beach. The numerical simulations have been carried out with the IH-FOAM model which is based on the three dimensional Reynolds Averaged Navier-Stokes equations. The new boundary conditions implemented in IH-FOAM have been used, including three dimensional wave generation as well as active wave absorption at the boundary. Applying the specific wave generation boundary conditions, the model is validated to simulate rip circulation on a barred beach. Moreover, this study addresses the identification of the forcing mechanisms and the three dimensional structure of the mean flow.es_ES
dc.format.extent10 p.es_ES
dc.language.isoenges_ES
dc.publisherCoastal Engineering Research Counciles_ES
dc.rightsAtribución 3.0 Españaes_ES
dc.rights.urihttp://creativecommons.org/licenses/by/3.0/es/
dc.sourceCoastal Engineering Proceedings, 2012,33, Proceedings of 33rd Conference on Coastal Engineering, Santander, Spain, 2012es_ES
dc.subject.otherNearshore circulationes_ES
dc.subject.otherRip currentes_ES
dc.subject.otherBarred beaches_ES
dc.subject.otherRANSes_ES
dc.titleRip currents on a barred beaches_ES
dc.typeinfo:eu-repo/semantics/conferenceObjectes_ES
dc.rights.accessRightsopenAccesses_ES
dc.identifier.DOI10.9753/icce.v33.currents.38
dc.type.versionpublishedVersiones_ES


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Atribución 3.0 EspañaExcepto si se señala otra cosa, la licencia del ítem se describe como Atribución 3.0 España