期刊文献+

整体物理模型试验在人工岛排水设计中的应用 被引量:1

Application of physical model test in artificial island drainage design
下载PDF
导出
摘要 近年来桥隧等综合交通系统工程中,人工岛的排水设计成为安全、洪涝防治的关键因素。以深中通道整体排水物理模型试验及排水设计为例,对整体物理模型试验进行优化,模拟随机越浪与实际降雨叠加的工况,应用于重力流、压力流工况下人工岛的排水设计。同时与港珠澳大桥工程进行对比,总结人工岛物理模型试验及相应排水设计要点、趋势及发展方向。结果表明,排水模型试验应采用整体和局部试验结合的方式,通过随机越浪叠加实际降雨模拟分析,显著提高模拟的准确性。 Refer to integrated transportation system projects,such as bridges and tunnels,the drainage design of artificial islands has become a key factor for safety and flood prevention.We take the integral drainage physical model test and drainage design of the Shenzhen-Zhongshan channel project as an example,optimize the integrated physical model,simulate the superposition condition of the random overtopping and actual rainfall superposition,and apply it to the drainage design of artificial island under the gravity flow and pressure flow.At the same time,comparing with the Hong Kong-Zhuhai-Macao Bridge project,we summarize the essentials,trends,and development directions of artificial islands physical model test and corresponding drainage design.The results show that the drainage physical model test should be combined with the integral and local tests,simulating conditions of the random overtopping and actual rainfall,which can significantly improve the accuracy of the test.
作者 唐玮 杨粤茗 董焱赫 TANG Wei;YANG Yue-ming;DONG Yan-he(CCCC Water Transportation Consultants Co.,Ltd.,Beijing 100007,China)
出处 《水运工程》 北大核心 2021年第10期78-84,共7页 Port & Waterway Engineering
关键词 人工岛 排水物模试验 随机越浪 重力流 深中通道 artificial island drainage physical model test random overtopping gravity flow the Shenzhen-Zhongshan channel
  • 相关文献

参考文献8

二级参考文献39

  • 1李晓亮,俞聿修,赵凤亚,鲁桂荣.斜向和多向不规则波在斜坡堤上的平均越浪量的试验研究[J].海洋学报,2007,29(1):139-149. 被引量:22
  • 2Saville T. Laboratory data on wave runup and overtopping [M]. Washington D C: Lake Okeechobee Levee Sections, U. S.Army, Corps of Engineers, Beach Erosion Board, 1955.
  • 3Saville T. Large-scale model tests of wave run up and overtopping on shore Structures[M]. Washington D C: U.S. Army, Corps of Engineers, Beach Erosion Board, 1958.
  • 4Yuichi Iwagaki, Akira Shima, Masao Inoue. Effect of wave height and sea water level on wave overtopping and wave run-up[J]. JSCE, 1965, 8: 141-151.
  • 5J R Weggle, Wave overtopping equation[C]//Proceedings of 15th Conference on Coastal Engineering. Haiwaii: Uninergity of Hawaii, 1977.
  • 6Owen M W. Design of seawalls allowing for overtopping [R]. Wallingford: Hydraulics research station, 1980.
  • 7Owen M W. Overtopping of Sea Defences[C]//Proceeding of Intl. Conference on Hydraulic Modelling of Civil Engineering Coventry: BHRA Structures,1982: 469-480.
  • 8Owen M W, Steele AAJ. Effectiveness of recurved wave return wall[R]. Wallingford: Hydraulics Research, 1991.
  • 9Tsuruta S, Goda Y. Expected Discharge of Irregular Wave Overtopping[C]//Proceedings of the 11 th International Coastal Engineering Conference. Washington D C: American Society of Civil Engineers, 1968: 833-852.
  • 10Goda Y. Estimation of the Rate of Irregular Overtopping of Seawalls[J]. Caastal engineeng, 1977( 1 ): 221-241.

共引文献64

同被引文献10

引证文献1

二级引证文献2

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