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陡墙式海堤平台对波浪爬高影响 被引量:4

Effect of the berm of steep slope seawall on irregular wave run-up
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摘要 通过物理模型试验研究陡墙式海堤复坡平台高程和宽度对波浪爬高的影响。平台越宽对波浪爬高影响越大,平台位于静水位处对波浪爬高影响最大,并得出了受平台影响的波浪爬高折减系数计算公式,可供工程参考使用。 Based on model tests, the effect of the berm width and elevation of composite slope on irregular wave run-up is analyzed. The study shows that a larger berm width gives a larger influence, and that the berm is most effective when lying at the still water level. The formula of wave run-up reduction factor is finally obtained.
出处 《海洋工程》 CSCD 北大核心 2007年第1期101-104,共4页 The Ocean Engineering
关键词 平台宽度 波浪爬高 陡墙式海堤 折减系数 berm width wave run-up steep slope seawall reduction factor
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参考文献4

  • 1海港水文规范[S].北京:人民交通出版社,1980.
  • 2Saville T.Wave run-up on composite slopes[A].Proc.6th Conf.on Coastal Eng.[C].1958.
  • 3Shankin L A.Effect of wave on hydraulic structures[M].1955.
  • 4Chen Guoping , Yu Kuang-ming and Zhang Jiachang Assistant Engineer, River and Harbour Department, Nanjing Hydraulic Research Institute, NanjingProf. and Senior Engineer, River and Harbour Department, Nanjing Hydraulic Research Institute, Nanjing Senior Engineer, River and Harbour Department, Nanjing Hydraulic Research Institute, Nanjing.Effect of Berm Width and Elevation on Irregular Wave Run-Up[J].China Ocean Engineering,1991,6(4):441-452. 被引量:7

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