Checking existing formulas for estimating overtopping rates in harbour breakwaters

Rodríguez Gil, Ángeles M.; Sánchez González, José F.; Gutiérrez Serret, Ramón María y Negro Valdecantos, Vicente (2013). Checking existing formulas for estimating overtopping rates in harbour breakwaters. En: "International Short Course/Conference on Applied Coastal Research", 04/06/2013 – 07/06/2013, Lisboa, Portugal.

Descripción

Título: Checking existing formulas for estimating overtopping rates in harbour breakwaters
Autor/es:
  • Rodríguez Gil, Ángeles M.
  • Sánchez González, José F.
  • Gutiérrez Serret, Ramón María
  • Negro Valdecantos, Vicente
Tipo de Documento: Ponencia en Congreso o Jornada (Artículo)
Título del Evento: International Short Course/Conference on Applied Coastal Research
Fechas del Evento: 04/06/2013 – 07/06/2013
Lugar del Evento: Lisboa, Portugal
Título del Libro: Proceedings of the 6th SCACR
Fecha: 2013
Materias:
Palabras Clave Informales: Overtopping rates, rubblemound breakwater, vertical breakwater, crown wall, run–up
Escuela: E.T.S.I. Caminos, Canales y Puertos (UPM)
Departamento: Ingeniería Civil: Hidráulica, Energía y Medio Ambiente
Licencias Creative Commons: Reconocimiento - Sin obra derivada - No comercial

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Resumen

The purpose of the research work resulting from various studies undertaken in the CEDEX, as summarized in this article, is to make a comparative analysis of methods for calculating overtopping rates developed by different authors. To this effect, in the first place, existing formulas for estimating the overtopping rate on rubble mound and vertical breakwaters were summarised and analysed. Later, the above mentioned formulas were compared using the results obtained in a series of hydraulic model tests at the CEDEX. The results obtained in the Ferrol outer harbour breakwater and Melilla harbour breakwater tests are presented here. A calculation method based on the neural network theory, developed in the European CLASH Project, was applied to a series of sloping breakwater tests in order to complete this research and the results obtained in the Ferrol outer harbour breakwater test are presented in this article. A series of additional tests was also carried out in a physical model on the standard cross section of the Bilbao harbour sloping breakwater’s cross section, the results of which are under study using the empirical formulas applicable to the cross section, as well as the NN-OVERTOPPING neural network

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ID de Registro: 37676
Identificador DC: http://oa.upm.es/37676/
Identificador OAI: oai:oa.upm.es:37676
URL Oficial: http://6scacr.lnec.pt/
Depositado por: Memoria Investigacion
Depositado el: 16 Sep 2015 18:14
Ultima Modificación: 16 Sep 2015 18:14
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