长江上游泸州段典型滩险航道通航水深条件研究
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Navigable water depth conditions of typical shoal and rapid channels in Luzhou section of upper reaches of the Yangtze River
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    摘要:

    针对长江上游航运需求量大但滩险众多导致水深不足的问题,进行了长江上游泸州段航道最小通航水深的研究。采用综合历时曲线法和保证率频率法得出该河段设计最小通航流量为3 396 m3/s;采用数值模型对冰盘碛、螃蟹碛、瓦窑滩3个水道进行模拟,以5个典型滩险断面的水深为依据建立了滩险与通航流量的响应关系,得出该河段典型滩险断面航宽110 m时对应的最小通航水深为3.39 m,满足II级航道的水深航宽标准,研究结果可为长江上游泸州段后期的航道建设规划提供支撑,助力泸州段高等级航道建设。

    Abstract:

    In view of the problem that the shipping demand in the upper reaches of the Yangtze River is large but there are many shoals and rapids leading to insufficient water depth,this paper conducts a study on the minimum navigable water depth of the Luzhou section of the upper reaches of the Yangtze River.The minimum designed navigable flow rate for this river section is 3 396 m3/s,which is determined using the comprehensive duration curve method and the guarantee rate frequency method.The numerical model is used to simulate the Bingpanqi,Pangxieqi,and Wayaotan waterways.Based on the water depths of five typical shoal and rapid sections,the response relationship between shoals and rapids and navigable flow is established.It is concluded that when the navigation width of the typical shoal and rapid sections in this river section is 110 m,the corresponding minimum navigable water depth is 3.39 m,which meets the water depth and navigation width standards of Class II waterways.The research results can provide support for the later channel construction planning of the Luzhou section of the upper reaches of the Yangtze River and facilitate the construction of high-grade waterways in the Luzhou section.

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王晨芷,王平义,张皓锋.长江上游泸州段典型滩险航道通航水深条件研究[J].水运工程,2025(7):135-142.

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  • 在线发布日期: 2025-07-15
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