山区急弯段船闸引航道口门区导流墩布置*
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国家重点研发计划重点专项项目(2024YFC3212500)


Layout of diversion piers at entrance area of ship lock approach channel in mountainous sharp bends
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    摘要:

    针对山区急弯段船闸引航道口门区横流、回流超标等问题,采用物理模型,研究导流墩布置对船闸引航道口门区通航水流条件的影响。选取新安江妹滩枢纽船闸为研究对象,全面考虑墩形、布置角度、墩尺寸、墩间距、墩数量等参数,重点分析不同墩间距、墩数量条件下的水流流态,通过对比口门区纵向流速、横向流速、回流流速等水力指标,优化导流墩布置。结果表明:导流墩墩形可选用平行四边形,布置角度应沿航线平行布置,墩群间隙轴线与水流方向布置为锐角;对于急弯段而言,导流墩相对间距取0.50倍墩长,导流墩数量不小于5,守护范围应至口门区中段,可有效改善妹滩枢纽船闸引航道口门区通航流态。

    Abstract:

    To the problems of crossflow and backflow exceeding the standards in the entrance area of approach channel for mountainous sharp bends,especially in sharp bend sections of mountainous area,this study uses physical model experiments to investigate the influence of diversion piers layout on navigation flow conditions in the entrance area of the ship lock approach channel.Taking the Meitan ship lock in Xin'an River as the research object,this paper comprehensively considers multiple parameters such as pier type,layout angle,pier dimensions,pier spacing and piers quantity,and focuses on analyzing the water flow state under different pier spacing and pier quantity conditions.By comparing hydraulic indicators such as longitudinal flow velocity,transverse flow velocity,and backflow velocity in the entrance area,the layout of diversion piers is optimized.The results show that the diversion pier geometry can be designed as a parallelogram,and the layout angle should be arranged parallel to the navigation channel.Additionally,the central axis of the inter-pier spacing should be arranged at an acute angle with the water flow direction.For sharp bend sections,the relative spacing between the diversion piers is set to 0.50 times the pier length,and the number of diversion piers is not less than 5.The protection range should extend to the middle section of the entrance area,which can effectively improve the navigation flow conditions in the entrance area of the approach channel for the Meitan ship lock.

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方 洋,尚倩倩,许 慧,等.山区急弯段船闸引航道口门区导流墩布置*[J].水运工程,2025(8):118-126.

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  • 在线发布日期: 2025-08-18
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