期刊文献+

一种新型浮式防波堤的试验研究 被引量:6

Experimental Research of a New Type Floating Breakwater
下载PDF
导出
摘要 浮式防波堤具有不影响相应海域物质交换、造价随水深变化不大等优点,但其消波效果较差且对锚泊系统要求高等因素,减缓了它向实际工程转化的步伐。本研究综合考虑阻挡反射、紊动耗能、波峰耗散多种消波机理,进而提出一种由多菱形模块拼装而成的多孔浮式防波堤结构,并对该结构进行物理模型试验。试验结果表明,该结构型式的浮堤消波效果好且受波浪力小。 Floating breakwater doesn't affect the water exchange and has little increase on cost with increscent water depth,but the factors of the poor ability of wave absorption and the high requirement for the mooring system have limited its development. Presents a new type floating breakwater made from a lot of diamond modules. The mechanisms of reflection, turbulent motion and wave crest dissipation are considered in the design. The results of the physical model experiment indicate that the floating breakwater is good at wave absorption and Suffer small wave force.
出处 《港工技术》 2009年第4期6-8,共3页 Port Engineering Technology
关键词 浮式防波堤 物理模型试验 锚泊力 透射系数 消波机理 floating breakwater physical model experiment mooring force transmission coefficient wave absorption mechanism
  • 相关文献

参考文献5

  • 1Hegde A V ,Kamath K, Deepak J C. Mooring Forces in ·Horizontal Interlaced Moored Floating Pipe Breakwater with Three Layers [J]. Ocean Engineering, 2008,35(8- 9) : 165-173.
  • 2Rahman A, Mizutani N, Kawasaki K. Numerical Modeling of Dynamic Responses and Mooring Forces of Submerged Floating Breakwater [J]. Coastal Engineering, 2006,53 (10) : 799-815.
  • 3Dong Guohai ,Zheng Yangna, Li Yucheng,et al. Experiments on Wave Transmission Coefficients of Floating Breakwaters[J]. Ocean Engineering, 2008,35 (8-9) : 931-938.
  • 4吴维登,钟瑚穗,黄俊.钢管-轮胎浮式防波堤消波的几个影响因子[J].河海大学学报(自然科学版),2002,30(5):79-82. 被引量:14
  • 5吴静萍,王仁康,郑晓伟,姜曼松,石记柱.浮漂式防波堤的试验研究[J].武汉理工大学学报(交通科学与工程版),2001,25(1):91-93. 被引量:36

二级参考文献5

  • 1岑企望.斜坡式海堤平台对波浪爬高的影响[M].南京:华东水利学院,1964..
  • 2[1]Williams A N.Dual floating breakwaters.Ocean Engineering,1993,20(3):215~232
  • 3[2]Sannasiraj S A,Sundar V,Sundaravadivelu R.Mooring forces and motion responses of pontoon-type floating breakwaters.Ocean Engineering,1998,25.27~48
  • 4[3]Isacson M.Measurement of regular wave reflection.Journal of Waterway,Port,Coastal and Ocean Engineering ASCE,1991,117(6):553~559
  • 5[4]Chakrabarti S K.Wave interaction with an upright breakwater structure.Ocean Engineering,1999,26.1003~1021

共引文献41

同被引文献62

引证文献6

二级引证文献21

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