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A coupled-mode technique for the prediction of wave-induced set-up and mean flow in variable bathymetry domains

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dc.contributor.author Belibassakis, KA en
dc.contributor.author Gerostathis, ThP en
dc.contributor.author Athanassoulis, GA en
dc.date.accessioned 2014-03-01T02:51:00Z
dc.date.available 2014-03-01T02:51:00Z
dc.date.issued 2007 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/35292
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-37249048336&partnerID=40&md5=f7ba6d1b0043752a96b74f96592ff33e en
dc.subject.other Flow of fluids en
dc.subject.other Water waves en
dc.subject.other Wave effects en
dc.subject.other Wave propagation en
dc.subject.other Bottom boundary en
dc.subject.other Wave breaking en
dc.subject.other Wave induced currents en
dc.subject.other Wave velocity en
dc.subject.other Bathymetry en
dc.title A coupled-mode technique for the prediction of wave-induced set-up and mean flow in variable bathymetry domains en
heal.type conferenceItem en
heal.publicationDate 2007 en
heal.abstract In the present work, a complete, phase-resolving wave model is coupled with an iterative solver of the mean-flow equations in intermediate and shallow water depth, permitting an accurate calculation of wave set-up and wave-induced current in intermediate and shallow water environment with possibly steep bathymetric variations. The wave model is based on the consistent coupled-mode system of equations, developed by Athanassoulis & Belibassakis (1999) for the propagation of water waves in variable bathymetry regions. This model improves the predictions of the mild-slope equation, permitting the treatment of wave propagation in regions with steep bottom slope and/or large curvature. In addition, it supports the consistent calculation of wave velocity up to and including the bottom boundary. The above wave model has been further extended to include the effects of bottom friction and wave breaking, which are important factors for the calculation of radiation stresses on decreasing depth. The latter have been used as forcing terms to the mean flow equations in order to predict wave-induced set up and mean flow in open and closed domains. Numerical results obtained by the present model are presented and compared with predictions obtained by the mildslope approximation (Massel & Gourlay 2000), and experimental data (Gourlay 1996). Copyright ©2007 by ASME. en
heal.journalName Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE en
dc.identifier.volume 4 en
dc.identifier.spage 589 en
dc.identifier.epage 596 en


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