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Oblique Wave Attack on Rubble Mound Breakwater Crest Walls of Finite Length

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Oblique Wave Attack on Rubble Mound Breakwater Crest Walls of Finite Length

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Mares-Nasarre, P.; Van Gent, MR. (2020). Oblique Wave Attack on Rubble Mound Breakwater Crest Walls of Finite Length. Water. 12(2):1-21. https://doi.org/10.3390/w12020353

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/144089

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Title: Oblique Wave Attack on Rubble Mound Breakwater Crest Walls of Finite Length
Author: Mares-Nasarre, Patricia van Gent, Marcel R.A.
UPV Unit: Universitat Politècnica de València. Instituto del Transporte y Territorio - Institut del Transport i Territori
Issued date:
Abstract:
[EN] Rubble mound breakwaters usually present a crest wall to increase the crest freeboards without a large increase of the consumption of material. Methods in the literature to design crest walls are based on estimates ...[+]
Subjects: Crown wall , Crest wall , Oblique waves , Rubble mound breakwaters , Wave loading , Forces
Copyrigths: Reconocimiento (by)
Source:
Water. (issn: 2073-4441 )
DOI: 10.3390/w12020353
Publisher:
MDPI AG
Publisher version: https://doi.org/10.3390/w12020353
Thanks:
The first author was financially supported by the Ministerio de Educacion, Ciencia y Deporte through the FPU program (Formacion de Profesorado Universitario) under grant FPU16/05081.
Type: Artículo

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