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dc.contributor.authorSánchez-Arcilla Conejo, Agustín
dc.contributor.authorCáceres Rabionet, Iván
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2018-04-09T22:43:01Z
dc.date.available2019-05-01T00:31:08Z
dc.date.issued2018-04
dc.identifier.citationSanchez-arcilla, A., Caceres, I. An analysis of nearshore profile and bar development under large scale erosive and accretive waves. "Journal of hydraulic research", Abril 2018, vol. 56, núm. 02, p. 231-244.
dc.identifier.issn0022-1686
dc.identifier.urihttp://hdl.handle.net/2117/116101
dc.descriptionThis is an Accepted Manuscript of an article published by Taylor & Francis Group in Journal of Hydraulic Research on 2018, available online at: http://www.tandfonline.com/10.1080/00221686.2017.1315748
dc.description.abstractTypical morphodynamic laboratory tests have been carried out at small scales and without sufficient coverage or resolution. These limitations, applying particularly to accretive tests, have obstructed reliable observations and restricted modelling capabilities. Here we present experiments with erosive/accretive waves acting on a large scale flume bed profile. The paper reports a set of high-quality hydro-morphodynamic data. The analysis is focused on net transport rates and how these patterns change between different accretive conditions. The measured velocity and acceleration skewness are presented and discussed, linking the net transport over the bar to the measured hydrodynamics and sediment concentrations. The resulting profile behaviour is discussed as a function of hydro-morphodynamic settings to facilitate comparisons with other datasets.
dc.format.extent14 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Enginyeria hidràulica, marítima i sanitària::Ports i costes
dc.subject.lcshCoast changes
dc.subject.otherAccretion and erosion
dc.subject.othermobile bed experiments
dc.subject.othersuspended and bed loads
dc.subject.othersediment transport peaks
dc.titleAn analysis of nearshore profile and bar development under large scale erosive and accretive waves
dc.typeArticle
dc.subject.lemacCanvis costaners
dc.contributor.groupUniversitat Politècnica de Catalunya. LIM/UPC - Laboratori d'Enginyeria Marítima
dc.identifier.doi10.1080/00221686.2017.1315748
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://www.tandfonline.com/doi/abs/10.1080/00221686.2017.1315748
dc.rights.accessOpen Access
local.identifier.drac21207979
dc.description.versionPostprint (author's final draft)
local.citation.authorSanchez-arcilla, A.; Caceres, I.
local.citation.publicationNameJournal of hydraulic research
local.citation.volume56
local.citation.number02
local.citation.startingPage231
local.citation.endingPage244


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