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Cubipod® Armor Design in Depth-Limited Regular Wave-Breaking Conditions

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Cubipod® Armor Design in Depth-Limited Regular Wave-Breaking Conditions

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dc.contributor.author GÓMEZ-MARTÍN, M. ESTHER es_ES
dc.contributor.author Herrera, Maria P. es_ES
dc.contributor.author Gonzalez-Escriva, J.A. es_ES
dc.contributor.author Medina, Josep R. es_ES
dc.date.accessioned 2020-02-14T21:02:12Z
dc.date.available 2020-02-14T21:02:12Z
dc.date.issued 2018 es_ES
dc.identifier.uri http://hdl.handle.net/10251/136954
dc.description.abstract [EN] Armor stability formulas for mound breakwaters are commonly based on 2D small-scale physical tests conducted in non-overtopping and non-breaking conditions. However, most of the breakwaters built around the world are located in breaking or partially-breaking wave conditions, where they must withstand design storms having some percentage of large waves breaking before they reach the structure. In these cases, the design formulas for non-breaking wave conditions are not fully valid. This paper describes the specific 2D physical model tests carried out to analyze the trunk hydraulic stability of single- and double-layer Cubipod (R) armors in depth-limited regular wave breaking and non-overtopping conditions with horizontal foreshore (m = 0) and armor slope (alpha) with cot alpha = 1.5. An experimental methodology was established to ensure that 100 waves attacked the armor layer with the most damaging combination of wave height (H) and wave period (T) for the given water depth (h(s)). Finally, for a given water depth, empirical formulas were obtained to estimate the Cubipod (R) size which made the armor stable regardless of the deep-water wave storm. es_ES
dc.description.sponsorship This research was funded by Conselleria d'Educacio, Investigacio, Cultura i Esport (Generalitat Valenciana) under grant GV/2017/031. es_ES
dc.language Inglés es_ES
dc.publisher MDPI AG es_ES
dc.relation.ispartof Journal of Marine Science and Engineering es_ES
dc.rights Reconocimiento (by) es_ES
dc.subject Mound breakwater es_ES
dc.subject Armor stability es_ES
dc.subject Cubipod® es_ES
dc.subject Breaking waves es_ES
dc.subject Non-overtopping es_ES
dc.subject Horizontal foreshore es_ES
dc.subject Regular waves es_ES
dc.subject.classification INGENIERIA E INFRAESTRUCTURA DE LOS TRANSPORTES es_ES
dc.title Cubipod® Armor Design in Depth-Limited Regular Wave-Breaking Conditions es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.3390/jmse6040150 es_ES
dc.relation.projectID info:eu-repo/grantAgreement/GVA//GV%2F2017%2F031/ es_ES
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Ingeniería e Infraestructura de los Transportes - Departament d'Enginyeria i Infraestructura dels Transports es_ES
dc.description.bibliographicCitation Gómez-Martín, ME.; Herrera, MP.; Gonzalez-Escriva, J.; Medina, JR. (2018). Cubipod® Armor Design in Depth-Limited Regular Wave-Breaking Conditions. Journal of Marine Science and Engineering. 6(4):150-161. https://doi.org/10.3390/jmse6040150 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.3390/jmse6040150 es_ES
dc.description.upvformatpinicio 150 es_ES
dc.description.upvformatpfin 161 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 6 es_ES
dc.description.issue 4 es_ES
dc.identifier.eissn 2077-1312 es_ES
dc.relation.pasarela S\374126 es_ES
dc.contributor.funder Generalitat Valenciana es_ES
dc.description.references 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 es_ES
dc.description.references Battjes, J. A., & Groenendijk, H. W. (2000). Wave height distributions on shallow foreshores. Coastal Engineering, 40(3), 161-182. doi:10.1016/s0378-3839(00)00007-7 es_ES
dc.description.references Medina, J. R., & Gómez-Martín, M. E. (2012). KD AND SAFETY FACTORS OF CONCRETE ARMOR UNITS. Coastal Engineering Proceedings, 1(33), 29. doi:10.9753/icce.v33.structures.29 es_ES
dc.description.references Melby, J. A., & Kobayashi, N. (1998). Progression and Variability of Damage on Rubble Mound Breakwaters. Journal of Waterway, Port, Coastal, and Ocean Engineering, 124(6), 286-294. doi:10.1061/(asce)0733-950x(1998)124:6(286) es_ES
dc.description.references Van Gent, M. R. A. (2013). Rock stability of rubble mound breakwaters with a berm. Coastal Engineering, 78, 35-45. doi:10.1016/j.coastaleng.2013.03.003 es_ES
dc.description.references Celli, D., Pasquali, D., De Girolamo, P., & Di Risio, M. (2018). Effects of submerged berms on the stability of conventional rubble mound breakwaters. Coastal Engineering, 136, 16-25. doi:10.1016/j.coastaleng.2018.01.011 es_ES
dc.description.references Concrete Layer Innovation (CLI) http://www.concretelayer.com/documentation es_ES
dc.description.references Guidelines for Xbloc Concept Designs https://www.xbloc.com/sites/default/files/domain-671/documents/xbloc-design-guidelines-2014-671-15039173271578936988.pdf es_ES
dc.description.references 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 es_ES
dc.description.references 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) es_ES
dc.description.references 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 es_ES
dc.description.references Herrera, M. P., Molines, J., & Medina, J. R. (2016). Hydraulic stability of nominal and sacrificial toe berms for mound breakwaters on steep sea bottoms. Coastal Engineering, 114, 361-368. doi:10.1016/j.coastaleng.2016.05.006 es_ES


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