汉江兴隆枢纽2 000吨级二线船闸通航水流条件试验研究
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Experiment of navigation flow conditions of 2, 000-ton level second-line ship lock at Xinglong Hub of Hanjiang River
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    摘要:

    采用水工整体物理模型试验的方法,研究兴隆枢纽2 000吨级二线船闸引航道口门区及连接段通航水流条件,以及二线船闸建设对一线船闸通航水流条件的影响。为解决二线船闸建设对一线船闸的影响,通过多组试验提出延长并加高一、二线船闸间下游隔流堤,同时在一线船闸隔流堤端部增加导流墩的优化方案,并对优化方案进行进一步试验研究。结果表明,二线船闸通航水流条件较好,但二线船闸建设由于下游引航道开挖吸流效应对一线船闸下游口门区横向流速增加较大;优化方案的工程措施改善一线船闸下游口门区水流条件,实施优化方案后除Q=820 m3/s外的各级流量下游口门区最大横向流速相对于优化方案前均有所减小。

    Abstract:

    We adopt the experimental method of hydraulic overall physical model to study the navigation flow conditions of the entrance area and connecting section of the 2, 000-ton level second-line ship lock of Xinglong Hub, and the impact of the construction of the second-line ship lock on the navigation flow conditions of the first line ship lock.To eliminate the impact of the second-line ship lock construction on the first-line ship lock, we propose an optimization plan through multiple experiments to extend and raise barriers between the first-line ship lock and second-line ship lock, while adding diversion piers at the end of the first-line ship lock barriers.Then, we conduct further experimental research on the optimization plan.The results show that the navigation flow conditions of the second-line ship lock are good.However, the construction of the second-line ship lock has resulted in a significant increase in lateral flow velocity in the downstream entrance area of the first line ship lock due to the excavation and suction benefits of the downstream approach channel.The engineering measures of the optimization plan improve the flow conditions in the downstream entrance area of the first-line ship lock.After implementing the optimization plan, the maximum lateral flow velocity in the downstream entrance area of each level of flow decreased compared to that before the optimization plan, except for Q=820 m3/s.

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卜美飞,杨洪祥,孙保虎,等.汉江兴隆枢纽2 000吨级二线船闸通航水流条件试验研究[J].水运工程,2025(10):122-131.

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  • 在线发布日期: 2025-10-20
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