双线船闸开通闸水流条件模型试验*
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国家重点研发计划项目(2023YFC3206103); 安徽港航重大工程科技项目(2023AFABZ02644)


Model test of water flow conditions for navigable open-gate mode of double-line ship lock
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    摘要:

    针对平原河网水运繁忙地区,船闸通过能力有限过闸船舶常态化拥堵问题,以裕溪双线船闸工程为依托,开展船闸开通闸运行条件模型试验研究,采用二维水动力数值模型,研究水位差、船闸运行方式和节制闸运行方式等关键影响因素对于船闸开通闸水流条件的影响规律。 试验结果表明:船闸开通闸通航水流条件的控制节点位于上闸首;裕溪枢纽双线船闸开通闸的合理运行水位差不应大于20 cm;开通闸运行条件的营造时间与船闸运行方式有关,船闸尺度越大、线数越多,营造时间越短,一般需要约30 min;在水位差一定的前提下,采用多线船闸及节制闸等同时开启的组合运行方式可以有效改善船闸开通闸通航水流条件,降低船闸内水流流速50%以上。研究成果可供类似船闸工程拟采用开通闸方式提高通过能力时参考借鉴。

    Abstract:

    To the problem of normalized congestion of ships passing through locks with limited capacity in areas with busy water transportation in plain river networks,this paper is based on Yuxi double-line ship lock project to carry out a model study on the operating conditions for navigable open-gate mode.A two-dimensional hydrodynamic numerical model is used to research the influence law of key influencing factors,such as the difference in water level,the operation mode of ship locks,and the operation mode of the regulation lock on the water flow conditions for navigable open-gate mode.The test results show that the control node for water flow conditions during open-gate operation is located at the upper gate head.The reasonable operating water level difference for the navigable open-gate mode of the Yuxi Hub double-line ship lock should not exceed 20 cm.The formation time of the open-gate operational conditions is related to the operation mode of the ship lock.The larger the scale of the ship lock and the more lines it has,the shorter the creation time,which generally takes about 30 min.Under the premise of a certain water level difference,the combined operation mode of using multi-line locks and control gates can effectively improve the water flow conditions during open-gate operation and reduce the water flow velocity in the lock by more than 50%.The research results can be used as a reference for similar ship lock projects that plan to use the method of navigable open-gate mode to improve throughput capacity.

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李仪文.双线船闸开通闸水流条件模型试验*[J].水运工程,2025(12):153-160.

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  • 在线发布日期: 2025-12-19
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