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dc.contributor.authorMedina Rodríguez, Ayrton Alfonso
dc.contributor.authorPosada Vanegas, Gregorio
dc.contributor.authorVega Serratos, Beatriz Edith
dc.contributor.authorOdériz Martínez, Itxaso
dc.contributor.authorMendoza, Edgard
dc.contributor.authorBlanco Ilzarbe, Jesús María
dc.contributor.authorSundar, Vallam
dc.contributor.authorSilva Casarín, Rodolfo
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2023-03-09T17:53:33Z
dc.date.issued2023-02
dc.identifier.issn0029-8018
dc.identifier.issn1873-5258
dc.identifier.urihttps://hdl.handle.net/10902/28108
dc.description.abstractThe testing of scale models is crucial if we are to continue the development of wave energy converters. Investigations have examined the interaction of shore-based Oscillating Water Column (OWC) devices with regular water waves that impact the device perpendicularly in flumes or wave basins. However, these simplistic experiments might misrepresent the effectiveness of an OWC system. This study examines the interaction of irregular, oblique, water waves with a shore-based OWC device in terms of its hydrodynamic performance. In a spectral wave basin, a series of experiments were performed on a scale model of a single chamber of the Mutriku Wave Energy Plant. Wave propagation conditions were examined to see their impact on the hydrodynamic performance of a fixed OWC system. The wave amplification factor, hydrodynamic efficiency, non-dimensional air pressure inside the chamber, and non-dimensional water pressures on the chamber walls were evaluated. The results show that when the free surface is close to the front wall lip, the hydrodynamic efficiency increases, while the effect of significant wave height was seen to be more important in the wave amplification. Finally, it was found that the hydrodynamic efficiency under random waves is lower than that in experiments under regular waves reported previously.es_ES
dc.description.sponsorshipThe current study was conducted within the scope of CEMIE-Océano (Mexican Centre for Innovation in Ocean 392 Energy). Project FSE-2014-06-249795 financed by CONACYT-SENER- Sustentabilidad Energética. Furthermore, 393 the authors would like to express their gratitude to the Basque Government through the research group (IT1514/22) 394 and are grateful for the support of Felipe Ernesto Puc Cutz and Enrique Alejandro Mangas Che in the laboratory.es_ES
dc.format.extent17 p.es_ES
dc.language.isoenges_ES
dc.publisherElsevier BVes_ES
dc.rights© 2023. This manuscript version is made available under the CC-BY-NC-ND 4.0 licensees_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.sourceOcean Engineering, 2023, 269 (1), 113573es_ES
dc.subject.otherOscillating water columnes_ES
dc.subject.otherExperimental testses_ES
dc.subject.otherIrregular waveses_ES
dc.subject.otherOblique waveses_ES
dc.subject.otherHydrodynamic efficiencyes_ES
dc.titleThe hydrodynamic performance of a shore-based oscillating water column device under random wave conditionses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publisherVersionhttps://doi.org/10.1016/j.oceaneng.2022.113573es_ES
dc.rights.accessRightsopenAccesses_ES
dc.identifier.DOI10.1016/j.oceaneng.2022.113573
dc.type.versionacceptedVersiones_ES


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© 2023. This manuscript version is made available under the CC-BY-NC-ND 4.0 licenseExcepto si se señala otra cosa, la licencia del ítem se describe como © 2023. This manuscript version is made available under the CC-BY-NC-ND 4.0 license