Coast/breakwater-integrated OWC: A theoretical model

dc.check.date2020-04-15
dc.check.infoAccess to this article is restricted until 12 months after publication by request of the publisher.en
dc.contributor.authorZheng, Siming
dc.contributor.authorZhang, Yongliang
dc.contributor.authorIglesias, Gregorio
dc.contributor.funderNational Natural Science Foundation of Chinaen
dc.contributor.funderEuropean Commissionen
dc.date.accessioned2019-08-22T12:08:01Z
dc.date.available2019-08-22T12:08:01Z
dc.date.issued2019-04-15
dc.date.updated2019-08-22T12:00:08Z
dc.description.abstractIntegrating wave energy converters into coastal structures such as breakwaters, seawalls or jetties not only offers benefits in terms of construction costs but also improves wave energy extraction. In this paper a novel theoretical model based on linear potential flow theory is developed to study the performance of an oscillating water column (OWC) integrated into a vertical structure in water of finite water depth. The model has three fundamental advantages relative to previous works: no thin-wall restriction (the thickness of the OWC chamber wall is considered), no singularities, and far fewer truncating terms in the eigen-function expansions. The OWC chamber is a vertical cylinder semi-embedded in the structure with a submerged, open bottom. As water waves impinge on the structure, the water column in the chamber oscillates and drives an air turbine installed at the chamber top to extract wave power. Using linear wave theory, the velocity potential in the water domain is decomposed into scattering and radiation potentials whose unknown coefficients are determined by the eigen-function matching method. Upon successful validation, the model is used to investigate the influence of the thickness of the chamber wall and the radius and submergence of the chamber on wave power absorption.en
dc.description.sponsorshipNational Natural Science Foundation of China ((51679124, 51479092) and Intelligent CommunityEnergy (ICE)); European Commission (INTERREG V FCE, European Commission (Contract No. 5025))en
dc.description.statusPeer revieweden
dc.description.versionAccepted Versionen
dc.format.mimetypeapplication/pdfen
dc.identifier.citationZheng, S., Zhang, Y. and Iglesias, G. (2019) 'Coast/breakwater-integrated OWC: A theoretical model', Marine Structures, 66, pp. 121-135. doi: 10.1016/j.marstruc.2019.04.001en
dc.identifier.doi10.1016/j.marstruc.2019.04.001en
dc.identifier.endpage135en
dc.identifier.issn0951-8339
dc.identifier.journaltitleMarine Structuresen
dc.identifier.startpage121en
dc.identifier.urihttps://hdl.handle.net/10468/8379
dc.identifier.volume66en
dc.language.isoenen
dc.publisherElsevieren
dc.relation.urihttp://www.sciencedirect.com/science/article/pii/S0951833918304180
dc.rights© 2019 Elsevier Ltd. All rights reserved. This manuscript version is made available under the CC-BY-NC-ND 4.0 licenseen
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/en
dc.subjectOscillating water columnen
dc.subjectBreakwater-integrated OWCen
dc.subjectWave energyen
dc.subjectPotential flowen
dc.subjectExcitation volume flowen
dc.subjectHydrodynamic coefficientsen
dc.titleCoast/breakwater-integrated OWC: A theoretical modelen
dc.typeArticle (peer-reviewed)en
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