Overtopping of harbour breakwaters: a comparison of semi-empirical equations, neural networks, and physical model tests


Autoria(s): Rodríguez Gil, Ángeles M.; Sánchez González, José F.; Gutiérrez Serret, Ramón María; Negro Valdecantos, Vicente
Data(s)

25/08/2015

Resumo

This paper reports extensive tests of empirical equations developed by different authors for harbour breakwater overtopping. First, the existing equations are compiled and evaluated as tools for estimating the overtopping rates on sloping and vertical breakwaters. These equations are then tested using the data obtained in a number of laboratory studies performed in the Centre for Harbours and Coastal Studies of the CEDEX, Spain. It was found that the recommended application ranges of the empirical equations typically deviate from those revealed in the experimental tests. In addition, a neural network model developed within the European CLASH Project is tested. The wind effects on overtopping are also assessed using a reduced scale physical model

Formato

application/pdf

Identificador

http://oa.upm.es/37758/

Idioma(s)

eng

Publicador

E.T.S.I. Caminos, Canales y Puertos (UPM)

Relação

http://oa.upm.es/37758/6/INVE_MEM_2015_202237.pdf

http://www.tandfonline.com/doi/full/10.1080/00221686.2015.1060270

info:eu-repo/semantics/altIdentifier/doi/10.1080/00221686.2015.1060270

Direitos

http://creativecommons.org/licenses/by-nc-nd/3.0/es/

info:eu-repo/semantics/openAccess

Fonte

Journal of Hydraulic Research, ISSN 0022-1686, 2015-08-25

Palavras-Chave #Ingeniería de Puertos y Costas #Matemáticas
Tipo

info:eu-repo/semantics/article

Artículo

PeerReviewed