Bar and berm dynamics during transition from dissipative to reflective beach profile

dc.contributor.authorGrossmann, Florian
dc.contributor.authorHurther, David
dc.contributor.authorSánchez-Arcilla Conejo, Agustín
dc.contributor.authorPadilla de la Torre, Enrique Manuel
dc.contributor.authorAlsina Torrent, José María
dc.contributor.groupUniversitat Politècnica de Catalunya. LIM/UPC - Laboratori d'Enginyeria Marítima
dc.contributor.otherUniversitat Politècnica de Catalunya. Laboratori d'Enginyeria Marítima
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d’Enginyeria Gràfica i de Disseny
dc.date.accessioned2024-08-30T17:05:30Z
dc.date.available2024-08-30T17:05:30Z
dc.date.issued2024-09
dc.description.abstractBar and berm morphology characterize the seasonal beach evolution, and determine the protection against storm erosion as well as the touristic use of beaches. Thus, they are of particular interest for coastal management and engineering in the nearshore zone. This study used large-scale wave flume experiments to observe the transition from fully dissipative to fully reflective beach profile at a high level of detail. Starting from a post-storm profile generated under energetic waves, a very low energy wave condition caused dissipation of the outer and the inner bar, shoreline recovery, and berm accretion. Measurements revealed feedback between hydrodynamics and beach profile evolution with an onshore shift of the wave breaking location. As a result, the magnitude and cross-shore evolution of wave asymmetry-related bedload net onshore and suspended net offshore transport changed. The relative magnitudes of the two transport components and the way they shifted relative to each other caused the observed beach recovery. Additionally, a link between bar and berm morphology (surf-swash sand exchange) was observed. The shifting breakpoint enabled sustained, wave asymmetry-related onshore transport in the inner surf zone, feeding the berm accretion which occurred through advective swash zone processes including berm overwash.
dc.description.peerreviewedPeer Reviewed
dc.description.sponsorshipWe thank two anonymous reviewers for their valuable comments which helped to improve the manuscript. We acknowledge funding from the REST-COAST project which receives funding from the EU Horizon 2020 Research and Innovation Programme under Grant Agreement number 101037097. JA acknowledges funding from the Serra Húnter Programme (SHP) . We thank Joaquim Sospedra, Oscar Galego, Dr. Andrea Marzeddu, Dr. Iván Cáceres, and Dr. Joep van der Zanden for their contributions to the experiments.
dc.description.versionPostprint (published version)
dc.identifier.citationGrossmann, F. [et al.]. Bar and berm dynamics during transition from dissipative to reflective beach profile. "Coastal engineering", Setembre 2024, vol. 192, núm. article 104561.
dc.identifier.doi10.1016/j.coastaleng.2024.104561
dc.identifier.issn0378-3839
dc.identifier.urihttps://hdl.handle.net/2117/413572
dc.language.isoeng
dc.relation.projectidinfo:eu-repo/grantAgreement/EC/H2020/101037097/EU/Large scale RESToration of COASTal ecosystems through rivers to sea connectivity/REST-COAST
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S0378383924001091
dc.rights.accessOpen Access
dc.rights.licensenameAttribution-NonCommercial-NoDerivatives 4.0 International
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Enginyeria hidràulica, marítima i sanitària::Ports i costes
dc.subject.lcshCoast changes
dc.subject.lemacEnginyeria de costes
dc.subject.otherSandbar
dc.subject.otherBeach face
dc.subject.otherSurf-swash sand exchange
dc.subject.otherWave breaking
dc.subject.otherBerm overwash
dc.titleBar and berm dynamics during transition from dissipative to reflective beach profile
dc.typeArticle
dspace.entity.typePublication
local.citation.authorGrossmann, F.; Hurther, D.; Sanchez-arcilla, A.; Padilla, E.; Alsina, J.
local.citation.numberarticle 104561
local.citation.publicationNameCoastal engineering
local.citation.volume192
local.identifier.drac39412829

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