长江上游叉鱼碛滩段水流特性数值模拟
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Numerical simulation for flow characteristics of Chayuqi shoal section in upper reaches of the Yangtze River
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    摘要:

    长江上游叉鱼碛滩段为汊道出口处的枯水期过渡段急浅滩,船舶上行困难,且每年进行维护性疏浚才能保持畅通。针对叉鱼碛滩段卡口处急流、过渡段出浅的特性,应用平面二维水流数学模型进行水流特性研究,并提出相应的整治措施。结果表明,拆除已建的叉鱼碛顺坝,同时增强过渡段浅区冲刷历时的整治措施才能有效缓解碍航;整治方案实施后急滩特征消失,且在多年平均流量附近航槽内过渡段平均流速均有增加,有利于减小过渡段浅区的淤积,航道尺度满足规划要求。

    Abstract:

    The Chayuqi shoal section in the upper reaches of the Yangtze River is the rapids and shallow shoal at the outlet of the branch.It is difficult for ships to drive upstream,and maintenance dredging is required every year to maintain unobstructed.According to the characteristics of the rapids at the entrance of the Chayuqi and the shallowness of the transition section,we study the flow characteristics by the plane 2D flow mathematical model,and propose corresponding regulation measures.The results show that the built longitudinal dike of Chayuqi should be removed and the regulation measures to enhance the scour duration of the shallow area can effectively alleviate the navigation obstruction.The characteristics of the rapids disappear after the implementation of the regulation scheme,and the average velocity in the transition section near the multi-year average flow level increases,which is beneficial to reduce the siltation in the shallow area,and the channel scale meets the planning requirements.

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彭毕帅,贺艺伟,张文江,等.长江上游叉鱼碛滩段水流特性数值模拟[J].水运工程,2023(9):86-92.

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  • 在线发布日期: 2023-09-08
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