| dc.contributor.author | Chun-Yan Ji;Ren-Shi Zheng;Jie Cui;Zhi-Lei Wang | |
| dc.date.accessioned | 2019-06-08T07:25:39Z | |
| dc.date.available | 2019-06-08T07:25:39Z | |
| dc.date.issued | 2019 | |
| dc.identifier.other | %28ASCE%29WW.1943-5460.0000515.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4257280 | |
| dc.description.abstract | Floating 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.publisher | American Society of Civil Engineers | |
| dc.title | Experimental Evaluation of Wave Transmission and Dynamics of Double-Row Floating Breakwaters | |
| dc.type | Journal Article | |
| dc.journal.volume | 145 | |
| dc.journal.issue | 4 | |
| dc.journal.title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| dc.identifier.doi | doi:10.1061/(ASCE)WW.1943-5460.0000515 | |
| dc.page | 04019013 | |
| dc.tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2019:;Volume (0145):;issue:004 | |
| dc.contenttype | Fulltext | |