Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/100627
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dc.creatorHugo Guedes Lopes
dc.creatorPaulo Rosa Santos
dc.creatorFernando Veloso Gomes
dc.creatorFrancisco Taveira Pinto
dc.creatorE. Brógueira Dias
dc.date.accessioned2019-02-03T06:19:26Z-
dc.date.available2019-02-03T06:19:26Z-
dc.date.issued2008
dc.identifier.othersigarra:63932
dc.identifier.urihttps://repositorio-aberto.up.pt/handle/10216/100627-
dc.description.abstractThe new multipurpose terminal, in construction on the inner side of the Leixoes south breakwater, Fig. 1, is composed by three new berths. For this terminal a solution based on the use of innovative blocks was chosen, with the aim of reducing the wave reflection. Even though they have been used before on a small fishing harbour, their hydraulic efficiency in terms of wave reflection has never been analysed. In this paper, the results of the hydraulic efficiency of the quay in terms of wave reflection will be presented for the tested configurations.Keywords: Physical modelling; Coastal structures; Wave reflection; Hydraulic efficiency; Perforated quay.
dc.language.isoeng
dc.relation.ispartofProceedings of the 2nd International Conference on the Application of Physical Modelling to Port and Coastal Protection - CoastLab08, (eds. L. Damiani and M. Mossa)
dc.rightsrestrictedAccess
dc.subjectCiências Tecnológicas, Ciências da engenharia e tecnologias
dc.subjectTechnological sciences, Engineering and technology
dc.titlePhysical Modelling Study of the Hydraulic Efficiency of Vertical Perforated Quay Walls
dc.typeArtigo em Livro de Atas de Conferência Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.subject.fosCiências da engenharia e tecnologias
dc.subject.fosEngineering and technology
Appears in Collections:FEUP - Artigo em Livro de Atas de Conferência Internacional

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