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3-D scale model study of wave run-up, overtopping and damage in a rubble-mound breakwater subject to oblique extreme wave conditions

2019-08-16Journal article Restricted access
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dc.contributor.authorSantos, João Alfredo
dc.contributor.authorPedro, Francisco
dc.contributor.authorCoimbra, Mário
dc.contributor.authorFiguero, Andrés
dc.contributor.authorFortes, Conceição Juana
dc.contributor.authorSande, José
dc.contributor.authorKörner, Moritz
dc.contributor.authorLemos, Rute
dc.contributor.authorBornschein, Antje
dc.contributor.authorWeimper, Julius
dc.contributor.authorvan den Bos, Jeroen
dc.contributor.authorDost, Bastian
dc.contributor.authorHofland, Bas
dc.contributor.authorCarvalho, Rita F.
dc.contributor.authorAlvarellos, Alberto
dc.contributor.authorPeña, Enrique
dc.contributor.authorPohl, Reinhard
dc.contributor.authorKerpen, Nils B.
dc.contributor.authorReis, Maria Teresa
dc.date.accessioned2019-09-06T13:21:42Z
dc.date.available2019-09-06T13:21:42Z
dc.date.issued2019-08-16
dc.description.abstractA set of scale-model tests carried out to enlarge the range of wave steepness values analysed in run-up, overtopping and armour layer stability studies, focusing on oblique extreme wave conditions and on their effects on a gentler slope breakwater’s trunk armour and roundhead, is presented in this paper. A stretch of a rubble mound breakwater (head and part of the adjoining trunk, with a slope of 1(V):2(H)) was built in a wave basin at the Leibniz University Hannover to assess, under extreme wave conditions (wave steepness of 0.055) with different incident wave angles (from 40º to 90º), the structure behaviour in what concerns wave run-up, wave overtopping and damage progression of the armour layer. Two types of armour elements (rock and Antifer cubes) were tested. Non-intrusive methodologies including a new application of laser scanning technique for the assessment of both armour layer damage and wave run-up and overtopping were used. It is expected that such work will contribute also with data to improve empirical formulas as well as to validate complex numerical model for wave-structure interaction.pt_PT
dc.description.versioninfo:eu-repo/semantics/publishedVersionpt_PT
dc.identifier.citationSANTOS, João Alfredo; [et al] – 3-D scale model study of wave run-up, overtopping and damage in a rubble-mound breakwater subject to oblique extreme wave conditions. Defect and Diffusion Forum. Vol. 396 (2019), pp. 32-41pt_PT
dc.identifier.doi10.4028/www.scientific.net/DDF.396.32pt_PT
dc.identifier.urihttp://hdl.handle.net/10400.21/10478
dc.language.isoengpt_PT
dc.peerreviewedyespt_PT
dc.publisherTrans Tech Publicationspt_PT
dc.subjectPhysical modellingpt_PT
dc.subject3D-Wave basinpt_PT
dc.subjectInstrumentationpt_PT
dc.title3-D scale model study of wave run-up, overtopping and damage in a rubble-mound breakwater subject to oblique extreme wave conditionspt_PT
dc.typejournal article
dspace.entity.typePublication
oaire.citation.endPage41pt_PT
oaire.citation.startPage32pt_PT
oaire.citation.titleDefect and Diffusion Forumpt_PT
oaire.citation.volume396pt_PT
person.familyNameSantos
person.familyNameCoimbra
person.familyNameSande
person.givenNameJoão Alfredo
person.givenNameMário
person.givenNameJosé
person.identifier.ciencia-id6416-97C2-3C08
person.identifier.orcid0000-0001-7216-9217
person.identifier.orcid0000-0003-2372-8320
person.identifier.orcid0000-0002-7535-1396
person.identifier.ridE-4058-2015
person.identifier.scopus-author-id57201831145
person.identifier.scopus-author-id56379891200
rcaap.rightsclosedAccesspt_PT
rcaap.typearticlept_PT
relation.isAuthorOfPublication503b461a-32d2-40e5-a4e2-4eb5af141038
relation.isAuthorOfPublication7aa9a5ad-aa22-408b-b743-20e14e62f493
relation.isAuthorOfPublicationa6bcb4ab-fb8d-4ad1-8771-e6c7553001eb
relation.isAuthorOfPublication.latestForDiscovery503b461a-32d2-40e5-a4e2-4eb5af141038

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