汉江碾盘山枢纽工程二线船闸通航水流条件优化试验研究
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Experimental study on optimization of navigation flow conditions of second-line ship lock of Nianpanshan hub project in Hanjiang River
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    摘要:

    碾盘山枢纽已实现一期蓄水目标,针对碾盘山枢纽拟建二线船闸265 m设计方案上下游引航道口门区与主航道夹角较大、二线船闸通航水流条件不佳以及坝下河床调整变化造成枯水期航道出浅和航宽不足等问题,通过船闸通航水流条件及自航船模试验,开展碾盘山二线船闸方案优化试验研究。提出拟建二线船闸上游新建430 m导堤、下游进行复式开挖和喇叭口状开槽疏浚及坝下航道整治时低水期封堵左汊的工程措施,优化方案实施后现有一线船闸上下游通航条件有所改善,新建二线船闸通航水流条件较设计方案亦有所改善。船模试验验证表明,船舶通过引航道口门区及连接段时,航向能够保持稳定,舵角、漂距等参数均达标,通航安全性可靠。

    Abstract:

    The first-phase water storage target of the Nianpanshan hub has been achieved.In response to the problems existed in the proposed 265 m design scheme of the second-line ship lock at Nianpanshan hub,such as the large angle between the upstream and downstream diversion channels and the main channel,the poor navigation water conditions of the second-line ship lock,and shallowing of the channel and insufficient navigation width during the dry season due to the adjustment of the riverbed downstream of the dam,an optimization test study of the second-level ship lock scheme is carried out through tests of the navigation water conditions of the ship lock and self-propelled ship models.Engineering measures are proposed,such as building a 430 m guide dike upstream of the proposed second-line ship lock,conducting double-digging and trumpet-shaped slot dredging downstream,and blocking the left branch during the low-water period when the downstream channel is being rectified.After the implementation of the optimization scheme,the navigation conditions upstream and downstream of the existing first-line ship lock are improved,and the navigation flow conditions of the proposed second-line ship lock are also improved compared to the design scheme.The ship model verification shows that the ship can maintain a stable course when passing through the approach channel entrance and connection section,and the parameters such as rudder angle and drift distance all meet the standards,ensuring reliable navigation safety.

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徐俊锋,赵家强.汉江碾盘山枢纽工程二线船闸通航水流条件优化试验研究[J].水运工程,2026(2):137-146.

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  • 在线发布日期: 2026-03-05
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