Please use this identifier to cite or link to this item: http://hdl.handle.net/10216/93328
Author(s): Fernando Veloso Gomes
Francisco Taveira Pinto
Emílio Brogueira Dias
Hugo Guedes Lopes
Title: Overtopping on Breakwaters of Complex Cross Sections
Issue Date: 2007
Abstract: Over the past few decades, several formulas have been developed for predicting overtopping phenomena on coastal structures. Since most of them were intended for "standard" cross sections, the study of overtopping in structures with complex cross sections is not easy to perform using these formulas, even if their section is adapted to the "standard" model. In this paper the main questions concerning the differences obtained are discussed and some suggestions are presented in order to improve the evaluation of overtopping. The approach presented by HR Wallingford (1999) will be used as well as that of the Clash project by way of comparison.
Subject: Engenharia civil, Engenharia civil
Civil engineering, Civil engineering
URI: http://hdl.handle.net/10216/93328
Source: Proceedings of the 5th International Conference (ed. L. Franco, G. Tomasicchio, A. Lamberti)
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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