Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/100627
Author(s): Hugo Guedes Lopes
Paulo Rosa Santos
Fernando Veloso Gomes
Francisco Taveira Pinto
E. Brógueira Dias
Title: Physical Modelling Study of the Hydraulic Efficiency of Vertical Perforated Quay Walls
Issue Date: 2008
Abstract: The 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.
Subject: Ciências Tecnológicas, Ciências da engenharia e tecnologias
Technological sciences, Engineering and technology
Scientific areas: Ciências da engenharia e tecnologias
Engineering and technology
URI: https://repositorio-aberto.up.pt/handle/10216/100627
Source: Proceedings of the 2nd International Conference on the Application of Physical Modelling to Port and Coastal Protection - CoastLab08, (eds. L. Damiani and M. Mossa)
Document Type: Artigo em Livro de Atas de Conferência Internacional
Rights: restrictedAccess
Appears in Collections:FEUP - Artigo em Livro de Atas de Conferência Internacional

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