长江科学院院报 ›› 2011, Vol. 28 ›› Issue (6): 35-38.

• 水力学 • 上一篇    下一篇

宜万铁路宜昌长江大桥工程通航影响研究

许 辉   

  1. 中铁第四勘察设计院集团有限公司,武汉 430063
  • 出版日期:2011-06-01 发布日期:2012-11-08

Influences on Navigation Conditions of Yichang Yangtze River Bridge on Yichang-Wanzhou Railway

XU Hui   

  1. China Railway Fourth Survey and Design Institute Group Co., Ltd., Wuhan 430063, China
  • Online:2011-06-01 Published:2012-11-08

摘要: 桥梁属永久建筑物,为使大桥建设对桥区河段通航的不利影响降到最小,通过实船试验、通航水力学及船模试验,研究了宜万铁路宜昌长江大桥拟选的两处桥位及各种桥型方案对桥区河段通航条件的影响。结果表明:两处桥位建桥方案,仅桥墩附近及桥墩下游一定范围内流态有所改变,河段内其他部位流态无明显变化,建桥对上游壅水仅在较短距离内产生影响(上游150m 处壅高0.10m、下游水位建桥前后无变化)。综合分析得出,以2号桥位优化方案为宜。该试验研究,不仅为本工程的设计提供了科学依据,同时也可为国内其它大型跨江桥梁的建设提供参考借鉴。

关键词: 宜万铁路 , 宜昌长江大桥,  , 通航

Abstract: To minimize the adverse impact of bridge construction on the navigation in bridge area, two bridge sites to be selected for Yichang Yangtze River Bridge are compared in the first place, and the impacts of different bridge types on the channel in the bridge area are studied by real ship test and navigation hydraulics and ship model test. The study manifested that for both the sites, flow regime change caused by bridge construction only happens near the bridge pier and in the downstream area of the bridge pier ; while the water level rises only in a short distance of the upper reaches(the free-surface increment at 150 m upstream of the bridge is 0.1 m, yet with no obvious change downstream before and after the bridge construction). Finally, comprehensive analysis showed that the optimized No.2 bridge site scheme is more appropriate. The study provides scientific basis for the design of this project, and serves as a reference for the construction of other large cross -river bridges as well.

Key words: Yichang-Wanzhou railway  , Yichang Yangtze River bridge ,  , navigation

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