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Distribution of individual wave overtopping volumes on mound breakwaters

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Distribution of individual wave overtopping volumes on mound breakwaters

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Molines, J.; Herrera, MP.; Gómez-Martín, ME.; Medina, JR. (2019). Distribution of individual wave overtopping volumes on mound breakwaters. Coastal Engineering. 149:15-27. https://doi.org/10.1016/j.coastaleng.2019.03.006

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/155117

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Title: Distribution of individual wave overtopping volumes on mound breakwaters
Author: Molines, Jorge Herrera, Maria P. GÓMEZ-MARTÍN, M. ESTHER Medina, Josep R.
UPV Unit: Universitat Politècnica de València. Departamento de Ingeniería e Infraestructura de los Transportes - Departament d'Enginyeria i Infraestructura dels Transports
Issued date:
Abstract:
[EN] Conventional mound breakwaters are usually designed to withstand low mean wave overtopping discharges and a low proportion of overtopping waves (P-ow). Existing formulas to estimate P-ow, and maximum individual wave ...[+]
Subjects: Individual wave overtopping volumes , Wave overtopping , Mound breakwater , Weibull distribution , Utility function , Number of overtopping waves
Copyrigths: Reconocimiento - No comercial - Sin obra derivada (by-nc-nd)
Source:
Coastal Engineering. (issn: 0378-3839 )
DOI: 10.1016/j.coastaleng.2019.03.006
Publisher:
Elsevier
Publisher version: https://doi.org/10.1016/j.coastaleng.2019.03.006
Project ID:
UPV/PAID-06-18
MINECO/BIA2015-70435-R
MINECO/BIA2012-33967
MINISTERIO DE ECONOMIA Y EMPRESA/BIA2015-70436-R
UPV-VIN/SP20180111
Thanks:
The authors are grateful for financial support from European FEDER and Spanish Ministerio de Economia y Competitividad (Grants BIA2012-33967 and BIA2015-70435-R), SATO (OHL Group), Universitat Politecnica de Valencia (Grant ...[+]
Type: Artículo

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