陈国平,乔树梁,杜金曼,黄海龙,张书敏. 永兴海堤风浪模型试验研究[J]. 水利水运工程学报, 1999, (4): 362-368.
引用本文: 陈国平,乔树梁,杜金曼,黄海龙,张书敏. 永兴海堤风浪模型试验研究[J]. 水利水运工程学报, 1999, (4): 362-368.
Chen Guoping,Qiao Shuliang,Du Jinman,Huang Hailong,Zhang Shuming. The model test of sea dikes under irregular wind wave action[J]. Hydro-Science and Engineering, 1999, (4): 362-368.
Citation: Chen Guoping,Qiao Shuliang,Du Jinman,Huang Hailong,Zhang Shuming. The model test of sea dikes under irregular wind wave action[J]. Hydro-Science and Engineering, 1999, (4): 362-368.

永兴海堤风浪模型试验研究

The model test of sea dikes under irregular wind wave action

  • 摘要: 本试验采用不规则波和风共同作用,并模拟浆砌块石和混凝土护面强度的试验方法,对海堤断面原设计方案进行了风浪越浪量、断面结构的稳定性试验。采用多种型式的挡浪墙,设置在堤顶的不同位置,测定各种情况下的越浪量,供挡浪墙型式的选用和设计参考。

     

    Abstract: In this paper, a new technique is used for simulating the strength of grouted rubble and concrete armored layer. Six types of wave wall are used in tests, wave tank testing to determine structure stability of dike and wave overtopping under irregular wind wave action. The test results can be used for dike design.

     

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