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dc.contributor.authorLarson, Magnus
dc.contributor.authorDonnelly, Chantal
dc.contributor.authorJiménez Quintana, José Antonio
dc.contributor.authorHanson, Hans
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Hidràulica, Marítima i Ambiental
dc.date.accessioned2010-05-11T17:09:36Z
dc.date.available2010-05-11T17:09:36Z
dc.date.created2009-09
dc.date.issued2009-09
dc.identifier.citationLarson, M. [et al.]. Analytical model of beach erosion and overwash during storms. "Proceedings of the Institution of Civil Engineers. Maritime engineering", Setembre 2009, vol. 162, núm. 3, p. 115-125.
dc.identifier.issn1741-7597
dc.identifier.urihttp://hdl.handle.net/2117/7165
dc.description.abstractDuring severe storms high waves and water levels may greatly impact the sub-aerial portion of the beach inducing significant morphological change at elevations that the waves can not reach under normal conditions. Morphological formations such as dunes and barrier islands may suffer from direct wave impact and erode. Overwash occurs if the wave run-up and/or the mean water level are sufficiently high allowing for water and sediment to pass over the beach crest, which in turn causes flooding and deposition of sediment shoreward of the crest. An analytical model of sub-aerial beach response to storms was developed based on impact theory, including overwash, and the evolution of schematised dunes was investigated. Furthermore, the analytical model was applied to the case of schematised barrier islands exposed to extensive overwash. After validation using field data, the analytical model was employed at two coastal sites, namely Ocean City on the United States east coast and the Ebro Delta on the Spanish Mediterranean coast, in order to calculate quantities for assessing the storm impact on beaches, such as eroded volume, overwash volume, beach crest reduction, and contour-line retreat. These quantities were subsequently analysed to derive empirical probability distribution functions to be utilised in different types of risk assessment concerning flooding and erosion in coastal areas.
dc.format.extent11 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Enginyeria hidràulica, marítima i sanitària::Ports i costes
dc.subject.lcshBeach erosion
dc.titleAnalytical model of beach erosion and overwash during storms
dc.typeArticle
dc.subject.lemacPlatges -- Erosió
dc.contributor.groupUniversitat Politècnica de Catalunya. LIM/UPC - Laboratori d'Enginyeria Marítima
dc.identifier.doi10.1680/maen.2009.162.3.115
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://www.icevirtuallibrary.com/docserver/fulltext/maen162-115.pdf
dc.rights.accessRestricted access - publisher's policy
local.identifier.drac2248522
dc.description.versionPostprint (published version)
local.citation.authorLarson, M.; Donnelly, C.; Jiménez, J.; Hanson, H.
local.citation.publicationNameProceedings of the Institution of Civil Engineers. Maritime engineering
local.citation.volume162
local.citation.number3
local.citation.startingPage115
local.citation.endingPage125


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