Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/70166
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dc.creatorMaria Graça Neves
dc.creatorMaria Teresa Reis
dc.creatorJorge Gadelho
dc.creatorJavier Lara
dc.creatorFrancisco Taveira Pinto
dc.creatorHugo Guedes Lopes
dc.creatorJosé Cabral
dc.date.accessioned2022-09-07T09:18:47Z-
dc.date.available2022-09-07T09:18:47Z-
dc.date.issued2011
dc.identifier.othersigarra:64706
dc.identifier.urihttps://hdl.handle.net/10216/70166-
dc.description.abstractTwo numerical models - AMAZON, based on the non-linear shallow-water (NLSW) equations, and IH-2VOF, based on the Reynolds averaged Navier - Stokes (RANS) equations - are planned to be used to model the hydrodynamic processes around the Leixões harbour breakwaters (the existing and the submerged breakwater). In particular, the velocity field between the two breakwaters and the wave overtopping over the existing breakwater will be analyzed. This paper presents the methodology that has been used to analyze the sensitivity of the IH-2VOF results to the porous media parameters that should be calibrated. First results obtained in this study are also presented in order to illustrate this methodology.
dc.language.isoeng
dc.relation.ispartofIV International Conference on Computational Methods in Marine Engineering
dc.rightsrestrictedAccess
dc.rights.urihttps://creativecommons.org/licenses/by-nc/4.0/
dc.subjectEstruturas costeiras, Engenharia civil
dc.subjectCoastal structures, Civil engineering
dc.titleNumerical modelling of waves interacting with the breakwaters of Leixões harbour, Portugal
dc.typeArtigo em Livro de Atas de Conferência Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.subject.fosCiências da engenharia e tecnologias::Engenharia civil
dc.subject.fosEngineering and technology::Civil engineering
Appears in Collections:FEUP - Artigo em Livro de Atas de Conferência Internacional

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