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contributor authorChun-Yan Ji;Ren-Shi Zheng;Jie Cui;Zhi-Lei Wang
date accessioned2019-06-08T07:25:39Z
date available2019-06-08T07:25:39Z
date issued2019
identifier other%28ASCE%29WW.1943-5460.0000515.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4257280
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.
publisherAmerican Society of Civil Engineers
titleExperimental Evaluation of Wave Transmission and Dynamics of Double-Row Floating Breakwaters
typeJournal Article
journal volume145
journal issue4
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doidoi:10.1061/(ASCE)WW.1943-5460.0000515
page04019013
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2019:;Volume (0145):;issue:004
contenttypeFulltext


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