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dc.contributorUniversitat de Vic. Escola Politècnica Superior
dc.contributorUniversitat de Vic. Grup de Recerca de Medi Ambient
dc.contributor.authorGarnier, R.
dc.contributor.authorCalvete, D.
dc.contributor.authorFalqués, Albert
dc.contributor.authorCaballeria, Miquel
dc.date.accessioned2012-10-08T10:20:28Z
dc.date.available2012-10-08T10:20:28Z
dc.date.created2006
dc.date.issued2006
dc.identifier.citationGARNIER, R. i altres . "Generation and nonlinear evolution of shore-oblique/transverse sand bars". A: Journal of Fluid Mechanics, 2006, vol. 567, pàg. 327-360. DOI: 10.1017/S0022112006002126,ca_ES
dc.identifier.issn0022-1120
dc.identifier.urihttp://hdl.handle.net/10854/1892
dc.description.abstractThe coupling between topography, waves and currents in the surf zone may selforganize to produce the formation of shore-transverse or shore-oblique sand bars on an otherwise alongshore uniform beach. In the absence of shore-parallel bars, this has been shown by previous studies of linear stability analysis, but is now extended to the finite-amplitude regime. To this end, a nonlinear model coupling wave transformation and breaking, a shallow-water equations solver, sediment transport and bed updating is developed. The sediment flux consists of a stirring factor multiplied by the depthaveraged current plus a downslope correction. It is found that the cross-shore profile of the ratio of stirring factor to water depth together with the wave incidence angle primarily determine the shape and the type of bars, either transverse or oblique to the shore. In the latter case, they can open an acute angle against the current (upcurrent oriented) or with the current (down-current oriented). At the initial stages of development, both the intensity of the instability which is responsible for the formation of the bars and the damping due to downslope transport grow at a similar rate with bar amplitude, the former being somewhat stronger. As bars keep on growing, their finite-amplitude shape either enhances downslope transport or weakens the instability mechanism so that an equilibrium between both opposing tendencies occurs, leading to a final saturated amplitude. The overall shape of the saturated bars in plan view is similar to that of the small-amplitude ones. However, the final spacings may be up to a factor of 2 larger and final celerities can also be about a factor of 2 smaller or larger. In the case of alongshore migrating bars, the asymmetry of the longshore sections, the lee being steeper than the stoss, is well reproduced. Complex dynamics with merging and splitting of individual bars sometimes occur. Finally, in the case of shore-normal incidence the rip currents in the troughs between the bars are jet-like while the onshore return flow is wider and weaker as is observed in nature.ca_ES
dc.formatapplication/pdf
dc.format.extent35 p.ca_ES
dc.language.isoengca_ES
dc.publisherCambridge University Pressca_ES
dc.rights(c) Cambridge University Press. The published version of the article:GARNIER, R. i altres . "Generation and nonlinear evolution of shore-oblique/transverse sand bars". A: Journal of Fluid Mechanics, 2006, vol. 567, pàg. 327-360. DOI: 10.1017/S0022112006002126 , is available at http://journals.cambridge.org
dc.subject.otherHidràulicaca_ES
dc.subject.otherMecànica de fluïdsca_ES
dc.titleGeneration and nonlinear evolution of shore-oblique/transverse sand barsca_ES
dc.typeinfo:eu-repo/semantics/articleca_ES
dc.identifier.doihttps://doi.org/10.1017/S0022112006002126
dc.relation.publisherversionhttp://journals.cambridge.org/action/displayJournal?jid=FLM
dc.rights.accessRightsinfo:eu-repo/semantics/openAccess
dc.type.versioninfo:eu-repo/semantics/publishedVersion
dc.indexacioIndexat a SCOPUS
dc.indexacioIndexat a WOS/JCRca_ES


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