方形混凝土桩列消浪效果试验研究

潘军宁,王登婷,杨正己,黄海龙

潘军宁,王登婷,杨正己,黄海龙. 方形混凝土桩列消浪效果试验研究[J]. 水利水运工程学报, 2006, (2): 29-34.
引用本文: 潘军宁,王登婷,杨正己,黄海龙. 方形混凝土桩列消浪效果试验研究[J]. 水利水运工程学报, 2006, (2): 29-34.
PAN Jun-ning,WANG Deng-ting,YANG Zheng-ji,HUANG Hai-long. Experimental study on wave-damping through rectangular concrete piles[J]. Hydro-Science and Engineering, 2006, (2): 29-34.
Citation: PAN Jun-ning,WANG Deng-ting,YANG Zheng-ji,HUANG Hai-long. Experimental study on wave-damping through rectangular concrete piles[J]. Hydro-Science and Engineering, 2006, (2): 29-34.

方形混凝土桩列消浪效果试验研究

基金项目: 

国家高技术研究发展计划(863计划)[2002AA601011]

详细信息
  • 中图分类号: U656.31 TV139.25

Experimental study on wave-damping through rectangular concrete piles

  • 摘要: 结合太湖梅梁湾水源地水质改善示范试验区的消浪工程,通过方形混凝土桩列的波浪模型试验,比较了5种桩列平面布置形式的消浪效果后,推荐了方案2的桩列布置形式.并按线性小振幅波理论,导出了改进的透射系数计算式,其计算结果与试验值符合良好.
    Abstract: Based on the wave-damping works in the experimental area for water quality improverment of Meiliangwan water source of Taihu Lake,wave-damping effects of five types of piles layout are compared in the wave model test with rectangular concrete piles.The pile layout of Scheme 2 is recommended.A modified transmission coefficient formula is derived based on the linear small amplitude wave theory,and calculation results are in good agreement with the test results.
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出版历程
  • 收稿日期:  2006-01-03
  • 刊出日期:  2014-06-29

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