期刊文献+

Experimental Study on Wave Attenuation Performance of A New Type of Floating Breakwater with Twin Pontoons and Multi Porous Vertical Plates 被引量:1

下载PDF
导出
摘要 A floating breakwater(FB)has extensive potential applications in the fields of coastal,offshore,and ocean engineering owing to its advantages such as eco-friendliness,low cost,easy and rapid construction,and quick dismantling and reinstallation.An FB composed of twin pontoons and multi-porous vertical plates is proposed to improve the wave attenuation performance.The wave attenuation performance is investigated for different FB structures and vertical plate types under different incident wave heights and periods using 2D wave physical model tests in a wave flume.The results demonstrate that the proposed FB has a better performance than that of the conventional single pontoon-type FB.It reduces the wave transmission due to its enhanced wave reflection and energy loss.The wave transmission coefficient of the proposed FB decreases with an increase in the number of layers and relative draft depth of the vertical plates.However,a further decrease in the wave transmission coefficient is not observed when the number of porous vertical plates is increased from 4 to 5 layers.An equation has been derived to predict the wave transmission of the proposed FB based on the experimental results.
出处 《China Ocean Engineering》 SCIE EI CSCD 2022年第3期384-394,共11页 中国海洋工程(英文版)
基金 This work was financially supported by the National Key R&D Program of China(Grant No.2017YFC1404200).
  • 相关文献

参考文献5

二级参考文献58

  • 1姚国权,麻志雄,丁炳灿.矩形浮式防波堤的改进试验研究[J].海洋工程,1992,10(3):33-42. 被引量:11
  • 2毛伟清.浮式防波堤的研究[J].中国造船,1994,35(4):49-56. 被引量:16
  • 3邢至庄,张日向.一种应用在深水中能降低长波透过率的浮式防波堤[J].大连理工大学学报,1996,36(2):246-247. 被引量:19
  • 4[1]Bruce L.McCartney.Floating breakwater design Journal of Waterway,Port,Coastal and Ocean Engineering,1985,111(2):304~318
  • 5[2]Readshaw,J.S.The design of floating breakwater,in Proceedings of Second Conference on Floating Breakwaters,Adee and Richey,Eds,Seattle,1981
  • 6[5]J.S. Mani. Design of Y-Frame floating breakwater.Journal of Waterway, Port, Coastal and Ocean Engineering, 1991,117(2): 105~118.
  • 7[7]Nobuhiro Matsunaga, Misao Hashida, Ken-ichi Uzaki, at al. Performance of Wave Absorption by a Steel Floating Breakwater with Truss Structure, Proceedings of The Twelfth International Offshore and Polar Engineering Conference,Kitakyushu, Japan, 2002:768~772.
  • 8[8]K. Murali, J. S. Mani. Performance of cage floating breakwater. Journal of Waterway, Port, Coastal, and Ocean Engineering, 1997, 123(4): 172~ 179.
  • 9[9]Takayuki Nakamura, Performance of a Floating Breakwater by the Use of Wave Slamming Loss, Proceedings of the Ninth (1999) International Offshore and Polar Engineering Conference, 1999,730-734.
  • 10[12]Drimer, N.,Agnon,Y.,Stiassnie,M. A simplified analytical model for a floating breakwater in water of finite depth.Applied Ocean Research,1992,14: 33~41.

共引文献59

同被引文献4

引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部