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dc.contributor.authorChun-Yan Ji;Ren-Shi Zheng;Jie Cui;Zhi-Lei Wang
dc.date.accessioned2019-06-08T07:25:39Z
dc.date.available2019-06-08T07:25:39Z
dc.date.issued2019
dc.identifier.other%28ASCE%29WW.1943-5460.0000515.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4257280
dc.description.abstractFloating breakwaters are recognized as effective wave-attenuation structures for protecting shorelines and marine facilities. However, most common single-row floating breakwaters are unable to effectively attenuate the waves that accompany adverse sea conditions. The double-row floating breakwater was evaluated in order to improve the wave-attenuation performance of floating breakwater technology in adverse seas. A series of scaled experiments in a two-dimensional wave flume was conducted to compare the effectiveness of single- and double-row floating breakwaters. The resulting wave transmission coefficients, reflection coefficients, motion responses, and mooring forces were measured to quantify the hydrodynamic performance of the breakwaters. The double-row floating breakwater exhibited superior wave-attenuation performance when compared with the single-row floating breakwater, especially when subjected to short-period, high-amplitude waves.
dc.publisherAmerican Society of Civil Engineers
dc.titleExperimental Evaluation of Wave Transmission and Dynamics of Double-Row Floating Breakwaters
dc.typeJournal Article
dc.journal.volume145
dc.journal.issue4
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doidoi:10.1061/(ASCE)WW.1943-5460.0000515
dc.page04019013
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2019:;Volume (0145):;issue:004
dc.contenttypeFulltext


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