中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2025, Vol. 44 ›› Issue (5): 1-7.DOI: 10.3969/j.issn.1674-0696.2025.05.01

• 桥梁与隧道工程 •    

横流超限情况下桥下净空宽度校核方法探讨

许光祥1,陈沁芷1,李帆2,周千凯3,王多银1   

  1. (1. 重庆交通大学 河海学院 ,重庆 400074;2. 湖南省交通规划勘察设计院有限公司,湖南 长沙 410200; 3. 湖南省水运建设投资集团有限公司,湖南 长沙 410200)
  • 收稿日期:2024-08-19 修回日期:2024-11-29 发布日期:2025-05-23
  • 作者简介:许光祥(1966—),男,重庆人,教授,博士,主要从事水力学及河流动力学、航道整治等方面的研究。E-mail:527867610@qq.com 通信作者:陈沁芷(2000—),女,重庆人,硕士研究生,主要从事水力学及河流动力学、航道整治等方面的研究。E-mail:793508849@qq.com
  • 基金资助:
    国家自然科学基金项目(51979017)

Discussion on the Verification Method of Bridge Clearance Width under Cross-Currents Exceeding the Limit

XU Guangxiang1,CHEN Qinzhi1,LI Fan2,ZHOU Qiankai3,WANG Duoyin1   

  1. (1. College of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing 400074, China; 2. Hunan Provincial Communications Planning, Survey & Design Institute Co., Ltd., Changsha 410200, Hunan, China; 3. Hunan Water Transport Construction & Investment Group Co., Ltd., Changsha 410200, Hunan, China)
  • Received:2024-08-19 Revised:2024-11-29 Published:2025-05-23

摘要: 横流超过0.8 m/s限制的跨通航河流大桥净空宽度,内河通航标准只有定性的规定,没有给出确切的校核方法。以桃源二线船闸工程中的重建沅水大桥右汊通航孔为例,对横流超限桥梁净空宽度校核方法进行了探索。提出横流超限后,可以采用航道宽度校核、桥轴线旋转使横流不超限后的投影净宽校核、通航孔是否一孔跨过通航水域校核等三重校核的方式进行论证。应用1∶100正态河工模型测试的桥区试验资料,采用数值矢量图的方式展现流向、横流的分布及其不利测点,对重建桃源沅水大桥右汊通航孔进行了净空宽度论证和校核,结果表明三重校核方式较适合于横流超限情况。

关键词: 桥梁工程;横流超限;净空宽度;数值矢量图;投影净宽

Abstract: In the context of bridges spanning navigable rivers with cross-currents exceeding a limit of 0.8 m/s, inland navigation standards provide only qualitative regulations without specifying an exact verification method for the clearance width. The reconstruction of the Yuanshui River Bridge right branch navigation hole in the Taoyuan second-line ship lock project served as a case study to explore the verification methods for bridge clearance width when cross-current limit was surpassed. It was suggested that after the cross-current limit was exceeded, the demonstration could be carried out through a triple verification method, including channel width verification, projection net width verification after rotating the bridge axis to prevent cross-currents from exceeding the limit and verification of whether the navigation hole crossed the navigation water area in one hole. Utilizing experimental data in bridge area tested by a 1:100 normal river engineering model, the distribution of current directions and cross-currents, as well as their unfavorable measurement points were displayed in the form of numerical vector graphs, and the clearance width of the reconstructed Yuanshui River Bridge right branch navigation hole was demonstrated and verified. The results indicate that the triple verification method is more suitable for situations where cross-currents exceed the limit.

Key words: bridge engineering; cross-currents exceed the limit; clearance width; numerical vector plot; projection clearance width

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