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dc.contributor.authorAltomare, Corrado
dc.contributor.authorSuzuki, T.
dc.contributor.authorVerwaest, Toon
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2020-02-24T23:51:19Z
dc.date.available2022-01-30T01:36:08Z
dc.date.issued2020-04
dc.identifier.citationAltomare, C.; Suzuki, T.; Verwaest, T. Influence of directional spreading on wave overtopping of sea dikes with gentle and shallow foreshores. "Coastal engineering", Abril 2020, vol. 157, p. 103654:1-103654:12.
dc.identifier.issn0378-3839
dc.identifier.otherhttps://arxiv.org/abs/2002.04531
dc.identifier.urihttp://hdl.handle.net/2117/178528
dc.description.abstractThe work highlights the importance of directional spreading effects on wave overtopping estimation in shallow and mild sloping foreshores. Wave short-crestedness leads, in general, to a reduction of mean overtopping discharges on coastal structures. In the present work, the case of a sea dike with gentle foreshore in very and extremely shallow water conditions is analysed. Physical model tests have been carried out in order to investigate the effect of directional spreading on overtopping and incident wave characteristics. In the present experimental campaign, the effect of wave spreading has only been investigated for perpendicular wave attack. Results show that directional spreading is proved to cause a reduction of average discharge of sea dikes with gentle and shallow foreshore. Expressions for the reduction factor for directional spreading are derived, fitted on the tested database. The use of this reduction factor leads to more accurate prediction and avoids overtopping overestimation, however reduction-factor formulations are overtopping-formula depending.
dc.language.isoeng
dc.rights© 2019. Elsevier
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 International
dc.rights.urihttps://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.lcshDikes (Engineering)
dc.subject.otherWave overtopping
dc.subject.otherDirectional spreading
dc.subject.otherReduction factor
dc.subject.otherShallow foreshore
dc.subject.otherSea dike
dc.titleInfluence of directional spreading on wave overtopping of sea dikes with gentle and shallow foreshores
dc.typeArticle
dc.subject.lemacDics -- Mètodes numèrics
dc.contributor.groupUniversitat Politècnica de Catalunya. LIM/UPC - Laboratori d'Enginyeria Marítima
dc.identifier.doi10.1016/j.coastaleng.2020.103654
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/abs/pii/S0378383919302418
dc.rights.accessOpen Access
local.identifier.drac26937890
dc.description.versionPostprint (author's final draft)
dc.relation.projectidinfo:eu-repo/grantAgreement/EC/H2020/792370/EU/amending the Design criteria of URban defences in LECZs through Composite-modelling of WAVE overtopping under climate change scenarios/DURCWAVE
local.citation.authorAltomare, C.; Suzuki, T.; Verwaest, T.
local.citation.publicationNameCoastal engineering
local.citation.volume157
local.citation.startingPage103654:1
local.citation.endingPage103654:12


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