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dc.contributor.authorM. K. M. Darwiche
dc.contributor.authorA. N. Williams
dc.contributor.authorK. ‐H. Wang
dc.date.accessioned2017-05-08T22:13:41Z
dc.date.available2017-05-08T22:13:41Z
dc.date.copyrightJuly 1994
dc.date.issued1994
dc.identifier.other39911730.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/74349
dc.description.abstractThe results of a theoretical investigation into the interaction of linear water waves with a cylindrical breakwater surrounding a rigid vertical circular cylinder are reported. The breakwater itself consists of a bottom‐mounted, surface‐piercing cylindrical structure that is porous in the vicinity of the free surface and becomes impermeable at some distance below the water surface. Under the assumptions of linearized potential flow, the coupled problem of flow in the interior and exterior fluid regions is solved by an eigenfunction‐expansion approach. Analytical expressions are obtained for the wave motion in both the interior and exterior flow regions. Numerical results are presented that illustrate the effects of the various wave and structural parameters on the hydrodynamic loads and interior and exterior wave fields. For certain parameter combinations, the semiporous, cylindrical breakwater may significantly reduce the wave field and the hydrodynamic forces experienced by the interior structure.
dc.publisherAmerican Society of Civil Engineers
dc.titleWave Interaction with Semiporous Cylindrical Breakwater
dc.typeJournal Paper
dc.journal.volume120
dc.journal.issue4
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)0733-950X(1994)120:4(382)
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 004
dc.contenttypeFulltext


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