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Hydraulic Stability of the Armor Layer of Overtopped Breakwaters

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Hydraulic Stability of the Armor Layer of Overtopped Breakwaters

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Argente-Garrido, GM.; Gómez-Martín, ME.; Medina, JR. (2018). Hydraulic Stability of the Armor Layer of Overtopped Breakwaters. Journal of Marine Science and Engineering. 6(4):143-156. https://doi.org/10.3390/jmse6040143

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/120460

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Title: Hydraulic Stability of the Armor Layer of Overtopped Breakwaters
Author: Argente-Garrido, Gloria Maria 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] Mound breakwaters with significant overtopping rates in depth-limited conditions are common in practice due to social concern about the visual impact of coastal structures and sea level rise due to climatic change. ...[+]
Subjects: Hydraulic stability , Breaking wave conditions , Low-crested structures , Mound breakwaters , Armor layer
Copyrigths: Reconocimiento (by)
Source:
Journal of Marine Science and Engineering. (eissn: 2077-1312 )
DOI: 10.3390/jmse6040143
Publisher:
MDPI AG
Publisher version: https://doi.org/10.3390/jmse6040143
Project ID:
info:eu-repo/grantAgreement/GVA//GV%2F2017%2F031/
info:eu-repo/grantAgreement/MINECO//BIA2015-70436-R/ES/ESTABILIDAD HIDRAULICA DEL MANTO, BERMAS Y CORONACION DE DIQUES EN TALUD CON REBASE Y ROTURA POR FONDO/
Thanks:
This research was funded by Ministerio de Economia y Competitividad and the FondoEuropeo de Desarrollo Regional (FEDER) under grant BIA2015-70436-R.
Type: Artículo

References

EurOtop. Wave Overtopping of Sea Defences and Related Structures: Assessment Manualwww.overtopping-manual.com

Kramer, M., & Burcharth, H. (2004). Stability of Low-Crested Breakwaters in Shallow Water Short Crested Waves. Coastal Structures 2003. doi:10.1061/40733(147)12

Burcharth, H. F., Kramer, M., Lamberti, A., & Zanuttigh, B. (2006). Structural stability of detached low crested breakwaters. Coastal Engineering, 53(4), 381-394. doi:10.1016/j.coastaleng.2005.10.023 [+]
EurOtop. Wave Overtopping of Sea Defences and Related Structures: Assessment Manualwww.overtopping-manual.com

Kramer, M., & Burcharth, H. (2004). Stability of Low-Crested Breakwaters in Shallow Water Short Crested Waves. Coastal Structures 2003. doi:10.1061/40733(147)12

Burcharth, H. F., Kramer, M., Lamberti, A., & Zanuttigh, B. (2006). Structural stability of detached low crested breakwaters. Coastal Engineering, 53(4), 381-394. doi:10.1016/j.coastaleng.2005.10.023

Herrera, M. P., Gómez-Martín, M. E., & Medina, J. R. (2017). Hydraulic stability of rock armors in breaking wave conditions. Coastal Engineering, 127, 55-67. doi:10.1016/j.coastaleng.2017.06.010

Van der Meer, J. W., & Daemen, I. F. R. (1994). Stability and Wave Transmission at Low‐Crested Rubble‐Mound Structures. Journal of Waterway, Port, Coastal, and Ocean Engineering, 120(1), 1-19. doi:10.1061/(asce)0733-950x(1994)120:1(1)

Gómez-Martín, M. E., & Medina, J. R. (2014). Heterogeneous Packing and Hydraulic Stability of Cube and Cubipod Armor Units. Journal of Waterway, Port, Coastal, and Ocean Engineering, 140(1), 100-108. doi:10.1061/(asce)ww.1943-5460.0000223

Losada, M. A., Desire, J. M., & Alejo, L. M. (1986). Stability of Blocks as Breakwater Armor Units. Journal of Structural Engineering, 112(11), 2392-2401. doi:10.1061/(asce)0733-9445(1986)112:11(2392)

Vidal, C., Losada, M. A., & Medina, R. (1991). Stability of Mound Breakwater’s Head and Trunk. Journal of Waterway, Port, Coastal, and Ocean Engineering, 117(6), 570-587. doi:10.1061/(asce)0733-950x(1991)117:6(570)

Medina, J. R., Hudspeth, R. T., & Fassardi, C. (1994). Breakwater Armor Damage due to Wave Groups. Journal of Waterway, Port, Coastal, and Ocean Engineering, 120(2), 179-198. doi:10.1061/(asce)0733-950x(1994)120:2(179)

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