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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
Project ID:
info:eu-repo/grantAgreement/MECD//FPU16%2F05081/ES/FPU16%2F05081/
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

References

Molines, J., Herrera, M. P., & Medina, J. R. (2018). Estimations of wave forces on crown walls based on wave overtopping rates. Coastal Engineering, 132, 50-62. doi:10.1016/j.coastaleng.2017.11.004

Jacobsen, N. G., van Gent, M. R. A., Capel, A., & Borsboom, M. (2018). Numerical prediction of integrated wave loads on crest walls on top of rubble mound structures. Coastal Engineering, 142, 110-124. doi:10.1016/j.coastaleng.2018.10.004

Van Gent, M. R. A., & van der Werf, I. M. (2019). Influence of oblique wave attack on wave overtopping and forces on rubble mound breakwater crest walls. Coastal Engineering, 151, 78-96. doi:10.1016/j.coastaleng.2019.04.001 [+]
Molines, J., Herrera, M. P., & Medina, J. R. (2018). Estimations of wave forces on crown walls based on wave overtopping rates. Coastal Engineering, 132, 50-62. doi:10.1016/j.coastaleng.2017.11.004

Jacobsen, N. G., van Gent, M. R. A., Capel, A., & Borsboom, M. (2018). Numerical prediction of integrated wave loads on crest walls on top of rubble mound structures. Coastal Engineering, 142, 110-124. doi:10.1016/j.coastaleng.2018.10.004

Van Gent, M. R. A., & van der Werf, I. M. (2019). Influence of oblique wave attack on wave overtopping and forces on rubble mound breakwater crest walls. Coastal Engineering, 151, 78-96. doi:10.1016/j.coastaleng.2019.04.001

A Monograph of Rubble Mound Breakwatershttps://repository.tudelft.nl/islandora/object/uuid%3A133be463-5f43-45cd-9115-3ef9ebe245b3

Martin, F. L., Losada, M. A., & Medina, R. (1999). Wave loads on rubble mound breakwater crown walls. Coastal Engineering, 37(2), 149-174. doi:10.1016/s0378-3839(99)00019-8

Nørgaard, J. Q. H., Andersen, T. L., & Burcharth, H. F. (2013). Wave loads on rubble mound breakwater crown walls in deep and shallow water wave conditions. Coastal Engineering, 80, 137-147. doi:10.1016/j.coastaleng.2013.06.003

Report H3608. Physical Model Investigations on Coastal Structures with Shallow Foreshores; 2D Model Test with Single and Double-Peaked Wave Energy Spectrahttps://repository.tudelft.nl/islandora/object/uuid:1b4729de-2e86-4b8a-98d5-48d8e07d5902?collection=research

Mares-Nasarre, P., Argente, G., Gómez-Martín, M. E., & Medina, J. R. (2019). Overtopping layer thickness and overtopping flow velocity on mound breakwaters. Coastal Engineering, 154, 103561. doi:10.1016/j.coastaleng.2019.103561

Herrera, M. P., & Medina, J. R. (2015). Toe berm design for very shallow waters on steep sea bottoms. Coastal Engineering, 103, 67-77. doi:10.1016/j.coastaleng.2015.06.005

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