期刊文献+

潜堤传递波高系数研究

Study on wave transmission coefficient over submerged breakwater
下载PDF
导出
摘要 《防波堤与护岸设计规范》推荐的浅堤传递波高系数计算公式仅考虑了堤顶相对水深这一主要影响因素。本文基于MIKE21 SW建立波浪数值计算模型,针对浅堤传递波高系数的各影响因素展开研究,并对推荐公式在不同工况下的适用性进行分析。研究结果表明:堤顶相对水深和堤顶相对宽度是潜堤传递波高系数的主要影响因素;2≤B H≤3且h c H≤1.25时,推荐公式的适用性良好;B H≤1、B H≥4、2.0>h c H≥1.5时,须结合相关试验研究确定潜堤传递波高系数。 Wave transmission coefficient formula in Code of Design for Breakwater and Revetment only takes relative depth above the submerged breakwater crown into consideration.Based on numerical simulation using MIKE21 SW model,we carry out a study on the factors of wave transmission coefficient and analyze the suitability of the formula under different conditions.Results show that relative depth and relative width of the submerged breakwater crown are major factors.When 2≤B H≤3 and h c H≤1.25,the formula works well;When B H≤1 or B H≥4 or 2.0>h c H≥1.5,it is suggested to carry out experimentation to estimate the wave transmission coefficient.
作者 吴凌波 尹亚军 WU Ling-bo;YIN Ya-jun(CCCC Second Harbor Consultants Co.,Ltd.,Wuhan 430071,China)
出处 《水运工程》 北大核心 2020年第12期53-56,69,共5页 Port & Waterway Engineering
关键词 潜堤 传递波高系数 数值模拟 submerged breakwater wave transmission coefficient numerical simulation
  • 相关文献

参考文献5

二级参考文献19

  • 1刘家驹.连云港外航道的回淤及预报[A]..连云港回淤研究论文集[C].南京:河海大学出版社,1990.194—201.
  • 2杨正己 贺辉华 潘少华.波浪作用下抛石堤的稳定性及消浪特性.水利水运科学研究,1981,.
  • 3Van der Meer J W, Angremond K. Data on wave transmission due to overtopping[R]. London: Institution of Civil En- gineers, Thomas Telford, 1992.
  • 4Daemen I F R. Wave transmission at low-crested breakwater[R]. Dell: MS thesis, Delft univ of Technology, 1991.
  • 5D Angremond K, Van der Meer J W. Wave trabsmission at low-crested structures[C]//Proceedings of the 25th International Conference on Coastal Engineering. New York: AS- CE, 1996: 2418-2427.
  • 6Stuart R, Seabrook. Wave transmission at submerged rubble mound breakwater [C]//Proc.26th Int.Conf.on Coastal Eng. New York: ASCE, 1998: 2000-2013.
  • 7Van der Meer J W,Daemen I F R. Stability and wave transmission at low-crested rubble-mound structures [J]. Journal of Waterways,Port, Coastal and Ocean Engineering, 1994, 120(1):1 - 19.
  • 8Van der Meer J W. Data on wave transmission due to overtopping[R]. Marknesse, The Netherlands: Delft Hydraulics, 1990.
  • 9Van der Meer J W. Stability and Transmission at Low- Crested Structures[R]. The Netherlands: Delft Hydraulics, 1991.
  • 10Stuart R Seabrook, Kevin R Hall. Wave transmission at submerged rubble mound breakwater[C]. Proc 26th Int Conf on Coastal Engineering: ASCE, 1998:2 000-2 013.

共引文献52

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