3D survey modelling for damage assessment in rubble-mound breakwaters under oblique wave incidence

UDC.coleccionInvestigación
UDC.departamentoEnxeñaría Civil
UDC.departamentoCiencias da Computación e Tecnoloxías da Información
UDC.endPage85
UDC.grupoInvEnxeñaría da Auga e do Medio Ambiente (GEAMA)
UDC.grupoInvLaboratorio de Enxeñaría do Software (ISLA)
UDC.journalTitleItalian Journal of Engineering Geology and Environment
UDC.startPage73
UDC.volumeSpecial issue: SCACR 2019
dc.contributor.authorLemos, Rute
dc.contributor.authorPeña González, Enrique
dc.contributor.authorSantos, João
dc.contributor.authorSande, José
dc.contributor.authorFiguero, A.
dc.contributor.authorAlvarellos, Alberto
dc.contributor.authorLaíño Rebollido, Emilio
dc.contributor.authorReis, María Teresa
dc.contributor.authorFortes, Conceição Juana
dc.contributor.authorKerpe, Nils B.
dc.contributor.authorCoelho, Ricardo
dc.date.accessioned2025-12-04T14:18:43Z
dc.date.available2025-12-04T14:18:43Z
dc.date.issued2020-11
dc.description.abstract[Abstract]: Several authors have proposed guidelines on how to consider the effects of oblique waves on the stability of armour layers of rubble-mound breakwaters. Especially for very oblique waves, for which the increase in stability is the largest, limited data are available. Under the scope of the HYDRALAB+ transnational access project “RODBreak”, experiments were conducted in a tank at the Marienwerder facilities of the Leibnitz University Hannover (LUH), comprising measurements of sea waves, run-up, overtopping and armour layer damage of a rubble-mound breakwater under oblique extreme wave conditions. This paper focuses on the analysis of damage evolution of the breakwater roundhead subject to these conditions, on the novelty of the non-intrusive survey methodologies and on the advance in knowledge on roundhead stability.
dc.description.sponsorshipThis project has received funding from the European Union’s Horizon 2020 research and innovation programme under grant agreement No. 654110, HYDRALAB+.
dc.identifier.citationLemos, R., Peña, E., Santos, J., Sande, J., Figuero, A., Alvarellos, A., Laiño, E., Reis, M. T., Fortes, C. J., B. Kerpe, N., & Coelho, R. (2020). 3D survey modelling for damage assessment in rubble-mound breakwaters under oblique wave incidence. Italian Journal of Engineering Geology and Environment, 73–85. https://doi.org/10.4408/IJEGE.2020-01.S-09
dc.identifier.doi10.4408/IJEGE.2020-01.S-09
dc.identifier.issn1825-6635
dc.identifier.issn2035-5688
dc.identifier.urihttps://hdl.handle.net/2183/46603
dc.language.isoeng
dc.publisherSapienza Università di Roma
dc.relation.projectIDinfo:eu-repo/grantAgreement/EC/H2020/654110/EU
dc.relation.urihttps://doi.org/10.4408/IJEGE.2020-01.S-09
dc.rightsAttribution-NonCommercial-ShareAlike 4.0 Internationalen
dc.rights.accessRightsopen access
dc.rights.urihttp://creativecommons.org/licenses/by-nc-sa/4.0/
dc.subjectCoastal structure
dc.subjectStability
dc.subjectSurveying
dc.subjectMeasuring techniques
dc.subjectLarge scale experiments
dc.title3D survey modelling for damage assessment in rubble-mound breakwaters under oblique wave incidence
dc.typejournal article
dc.type.hasVersionVoR
dspace.entity.typePublication
relation.isAuthorOfPublication79331b3c-e21c-4801-a075-efba09dcd265
relation.isAuthorOfPublication0bf7ade3-00b9-44b3-b820-5e0ba065136d
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relation.isAuthorOfPublication.latestForDiscovery79331b3c-e21c-4801-a075-efba09dcd265

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