期刊文献+

新型卷波弧形台阶防浪堤 被引量:2

A New Kind of Step Type Curved Breakwater
下载PDF
导出
摘要 本文表述既能抗御台风暴潮又能回卷波浪,集海塘、挡潮、防浪、交通、旅游多种功能于一体的两级台阶弧形组合防浪堤的设计基本点及其运用特性。 This paper describes the design essentials and operation performance of a 2-step curved breakwaterwhich is capable of resisting storm surge and swirling back the waves and combines the multiple functions of tideretention, wave protection, traffic and tourism.
作者 程禹平
出处 《人民珠江》 1995年第4期35-38,共4页 Pearl River
关键词 卷波 台阶弧形组合 防浪堤 设计 Swining wave Curved complex with steps Breakwater
  • 相关文献

同被引文献25

  • 1毛佩郁,段祥宝,毛昶熙.东南沿海海堤现状调研报告(上海、浙江部分)[J].海洋工程,1996,14(2):29-40. 被引量:14
  • 2Chen 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
  • 3任冰,李雪临,王永学.Experimental Investigation of Instantaneous Properties of Wave Slamming on the Plate[J].China Ocean Engineering,2007,21(3):533-540. 被引量:5
  • 4林大原.阶梯式海堤上波浪特性之研究[D].台湾:国立成功大学工学院,1992.
  • 5Saville T Jr. Wave run-up on composite slopes [J]. Coastal EngineeringProceedings, 1957, 1(6):41-49.
  • 6Soliman A, Reeve D. Numerical study for small nega- tive freeboard wave overtopping and overflow of sloping sea wall, coastal structures 2003 [C]// Proceedings of the Conference on Coastal Structures 2003. Oregon, USA, 2003: 643-655.
  • 7Wang K-H, Shen Q. Wave motion over a group of sub- merged horizontal plates [J]. International Journal of Engineering Science, 1999, 37(6): 703-715.
  • 8Frigaard P, Brorse M. A time-domain method for sepa- rating incident and reflected irregular waves [J]. Coastal Engineering, 1995, 24: 205-215.
  • 9Heins A E. Water waves over a channel of finite depth with a submerged plane barrier [J]. Canadian J Math,1950(2) : 210-222.
  • 10de Waal J P, van der Meet J W. Wave run-up and over- topping on coastal structures [C] //Proceedings of Coastal Engineering Conference. Venice, Italy, 1992, 23: 1758-1771.

引证文献2

二级引证文献6

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