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dc.contributor.author | Mares-Nasarre, Patricia | es_ES |
dc.contributor.author | van Gent, Marcel R.A. | es_ES |
dc.date.accessioned | 2020-05-22T03:02:38Z | |
dc.date.available | 2020-05-22T03:02:38Z | |
dc.date.issued | 2020-01-28 | es_ES |
dc.identifier.issn | 2073-4441 | es_ES |
dc.identifier.uri | http://hdl.handle.net/10251/144089 | |
dc.description.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 of the wave loads. These methods are focused on the maximum loading that attacks a single position of the crest wall. In practice, crest walls have a finite length. Since the maximum loading does not occur at the same instant over the entire length of the crest wall for oblique waves, these methods overestimate the loading in the situation of oblique waves. Wave loads under oblique wave attack have been measured in physical model tests. A method to account for the effect of the finite length of crest walls has been developed, and design guidelines have been derived. The results of this study in combination with the existing methods in the literature to estimate the wave forces enable a more advanced design of crest walls. | es_ES |
dc.description.sponsorship | 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. | es_ES |
dc.language | Inglés | es_ES |
dc.publisher | MDPI AG | es_ES |
dc.relation.ispartof | Water | es_ES |
dc.rights | Reconocimiento (by) | es_ES |
dc.subject | Crown wall | es_ES |
dc.subject | Crest wall | es_ES |
dc.subject | Oblique waves | es_ES |
dc.subject | Rubble mound breakwaters | es_ES |
dc.subject | Wave loading | es_ES |
dc.subject | Forces | es_ES |
dc.subject.classification | INGENIERIA E INFRAESTRUCTURA DE LOS TRANSPORTES | es_ES |
dc.title | Oblique Wave Attack on Rubble Mound Breakwater Crest Walls of Finite Length | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.3390/w12020353 | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/MECD//FPU16%2F05081/ES/FPU16%2F05081/ | es_ES |
dc.rights.accessRights | Abierto | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Instituto del Transporte y Territorio - Institut del Transport i Territori | es_ES |
dc.description.bibliographicCitation | 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 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | https://doi.org/10.3390/w12020353 | es_ES |
dc.description.upvformatpinicio | 1 | es_ES |
dc.description.upvformatpfin | 21 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 12 | es_ES |
dc.description.issue | 2 | es_ES |
dc.relation.pasarela | S\401526 | es_ES |
dc.contributor.funder | Ministerio de Educación, Cultura y Deporte | es_ES |
dc.description.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 | es_ES |
dc.description.references | 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 | es_ES |
dc.description.references | 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 | es_ES |
dc.description.references | A Monograph of Rubble Mound Breakwatershttps://repository.tudelft.nl/islandora/object/uuid%3A133be463-5f43-45cd-9115-3ef9ebe245b3 | es_ES |
dc.description.references | 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 | es_ES |
dc.description.references | 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 | es_ES |
dc.description.references | 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 | es_ES |
dc.description.references | 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 | 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.subject.ods | 09.- Desarrollar infraestructuras resilientes, promover la industrialización inclusiva y sostenible, y fomentar la innovación | es_ES |
dc.subject.ods | 13.- Tomar medidas urgentes para combatir el cambio climático y sus efectos | es_ES |