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dc.contributor.authorKamath, Arun
dc.contributor.authorBihs, Hans
dc.contributor.authorAlagan Chella, Mayilvahanan
dc.contributor.authorArntsen, Øivind Asgeir
dc.date.accessioned2016-09-22T13:16:40Z
dc.date.accessioned2016-10-04T13:56:43Z
dc.date.available2016-09-22T13:16:40Z
dc.date.available2016-10-04T13:56:43Z
dc.date.issued2016
dc.identifier.citationJournal of waterway, port, coastal, and ocean engineering 2016:04016002-1-04016002-12nb_NO
dc.identifier.issn0733-950X
dc.identifier.issn1943-5460
dc.identifier.urihttp://hdl.handle.net/11250/2412857
dc.description.abstractThe wave interaction at low Keulegan-Carpenter numbers with a group of four large cylinders arranged in the form of a square with one diagonal along the direction of wave propagation is studied with a focus on the hydrodynamic effects of the most upstream and the downstream cylinders in the group. This is studied by removing them and comparing the wave forces and the free surface elevations around the three remaining cylinders with the four-cylinder configuration. The theoretically predicted wave near-trapping in the case of the four-cylinder group is also investigated for low- and high-steepness incident waves. The numerical results are compared with analytical formulas based on potential theory, and differences are observed between the results for high wave steepnesses. It is observed that the downstream cylinder has a significant influence on the wave forces acting on the cylinders in the four-cylinder group. It is also found that the numerical model correctly represents the wave near-trapping predicted by the analytical formula at a low incident wave steepness. For a high incident wave steepness, the diffraction regime is found to be different, with significant wave radiation from the cylinders and, consequently, the conditions for wave near-trapping breakdown.nb_NO
dc.language.isoengnb_NO
dc.publisherAmerican Society of Civil Engineersnb_NO
dc.titleUpstream-Cylinder and Downstream-Cylinder Influence on the Hydrodynamics of a Four-Cylinder Groupnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.date.updated2016-09-22T13:16:40Z
dc.source.journalJournal of Waterway, Port, Coastal, and Ocean Engineeringnb_NO
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000339
dc.identifier.cristin1332433
dc.description.localcode© 2016 American Society of Civil Engineers. This is the authors' accepted and refereed manuscript to the article.nb_NO


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