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dc.contributor.authorBihs, Hans
dc.contributor.authorKamath, Arun
dc.contributor.authorAlagan Chella, Mayilvahanan
dc.contributor.authorArntsen, Øivind Asgeir
dc.date.accessioned2016-09-22T06:45:38Z
dc.date.accessioned2016-09-29T09:27:00Z
dc.date.available2016-09-22T06:45:38Z
dc.date.available2016-09-29T09:27:00Z
dc.date.issued2016
dc.identifier.citationJournal of waterway, port, coastal, and ocean engineering 2016, 142(5)nb_NO
dc.identifier.issn0733-950X
dc.identifier.urihttp://hdl.handle.net/11250/2411722
dc.description.abstractThe interaction of plunging breaking waves with a pair of cylinders placed in tandem is investigated using an open-source computational fluid dynamics (CFD) model. The model is validated using experimental data for total wave forces and free surface elevations for breaking-wave interaction with a single cylinder. Wave interaction with tandem cylinders is investigated for four different wave impact scenarios on the first cylinder and six different distances between the cylinders in each scenario. Wave forces on the upstream cylinder are generally found to be less than the forces on a single cylinder for a particular scenario. The force on the downstream cylinder is lower than the force on the upstream cylinder when the breaker tongue impacts the first cylinder. Under conditions in which the breaker tongue impacts the downstream cylinder around the wave crest level, the wave force on the downstream cylinder is higher than the force on the upstream cylinder. The wave forces experienced by the tandem cylinders is highly influenced by the location of the breaking point with respect to the cylinders and the distance between the cylinders.nb_NO
dc.language.isoengnb_NO
dc.publisherAmerican Society of Civil Engineersnb_NO
dc.titleBreaking wave interaction with tandem cylinders under different impact scenariosnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.date.updated2016-09-22T06:45:38Z
dc.source.volume142nb_NO
dc.source.journalJournal of waterway, port, coastal, and ocean engineeringnb_NO
dc.source.issue5nb_NO
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000343
dc.identifier.cristin1337346
dc.description.localcode© 2016 American Society of Civil Engineers. This is the authors' accepted and refereed maniscript to the article.nb_NO


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