Mares-Nasarre, P.; Molines, J.; Gómez-Martín, ME.; Medina, JR. (2022). Hydraulic stability of cube-armored mound breakwaters in depth-limited breaking wave conditions. Ocean Engineering. 259:1-13. https://doi.org/10.1016/j.oceaneng.2022.111845
Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/196986
Title:
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Hydraulic stability of cube-armored mound breakwaters in depth-limited breaking wave conditions
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Author:
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Mares-Nasarre, Patricia
Molines, Jorge
GÓMEZ-MARTÍN, M. ESTHER
Medina, Josep R.
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UPV Unit:
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Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos - Escola Tècnica Superior d'Enginyers de Camins, Canals i Ports
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Issued date:
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Abstract:
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[EN] Armor erosion due to wave attack has been studied intensively since it is considered the main failure mode of mound breakwaters. Cube-armored mound breakwaters in depth-limited breaking wave conditions are common in ...[+]
[EN] Armor erosion due to wave attack has been studied intensively since it is considered the main failure mode of mound breakwaters. Cube-armored mound breakwaters in depth-limited breaking wave conditions are common in practice but have received limited attention in the literature. In this study, 2D physical tests were performed on non-overtopped double-layer randomly-placed cube-armored mound breakwater models with armor slope cot¿ = 1.5 and bottom slope m = 2% in breaking wave conditions. Using the experimental results, a new hydraulic stability formula was derived with a coefficient of determination R2 = 0.85 based on a power relationship between the armor damage and the stability number and the dimensionless water depth. A lower hydraulic stability was found for the front slope of non-overtopped cube-armored structures in breaking wave conditions when compared to formulas given in the literature.
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Subjects:
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Mound breakwater
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Hydraulic stability
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Armor damage
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Depth-limited breaking wave conditions
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Breaking waves
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Cube armor
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Copyrigths:
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Reconocimiento - No comercial - Sin obra derivada (by-nc-nd)
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Source:
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Ocean Engineering. (issn:
0029-8018
)
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DOI:
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10.1016/j.oceaneng.2022.111845
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Publisher:
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Elsevier
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Publisher version:
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https://doi.org/10.1016/j.oceaneng.2022.111845
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Project ID:
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info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/RTI2018-101073-B-I00/ES/ESTABILIDAD HIDRAULICA Y TRANSMISION DE DIQUES ROMPEOLAS HOMOGENEOS DE BAJA COTA DISEÑADOS A ROTURA POR FONDO/
info:eu-repo/grantAgreement/MINECO//BIA2012-33967//ESTABILIDAD HIDRÁULICA DE LOS MANTOS DE ESCOLLERA, CUBOS Y CUBÍPODOS FRENTE A OLEAJE LIMITADO POR EL FONDO/
info:eu-repo/grantAgreement/CIUCSD//AEST%2F2021%2F045//Subvenciones para la realización de estancias de personal investigador doctor en empresas de la Comunitat Valenciana/
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Thanks:
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The authors acknowledge the support from grant RTI2018-101073B-I00 funded by MCIN/AEI/10.13039/501100011033 and "ERDF A way of making Europe", the Spanish Ministry of Economy and Competitiveness under grant BIA2012-33967, ...[+]
The authors acknowledge the support from grant RTI2018-101073B-I00 funded by MCIN/AEI/10.13039/501100011033 and "ERDF A way of making Europe", the Spanish Ministry of Economy and Competitiveness under grant BIA2012-33967, the Generalitat Valenciana under the grant AEST/2021/045 and FEDER. The authors thank Debra Westall for revising the manuscript.
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Type:
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Artículo
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