浯溪枢纽扩建二线船闸平面布置方案与创新设计
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General layout scheme and innovation design of second-line ship lock expansion project of Wuxi Hub
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    摘要:

    以浯溪枢纽扩建二线船闸为例,针对周边空间局促的紧凑场地条件下改扩建船闸工程,论述二线船闸的选址和平面布置思路,采用转角、错位布置、优化挡洪线、取消下游靠船段等措施,确定最终推荐方案。同时,通过物理模型试验进一步验证优化口门区通航水流条件,采用新建联排桩+桩基插板式隔流堤、引航道局部浚深、倒圆角、设置挑流墩等措施,改善引航道通航水流条件,并以2 a一遇流量7 550 m3/s作为船闸最大通航流量。该船闸闸室、围堰、消力坎的创新设计可为类似工程提供参考。

    Abstract:

    The second-line ship lock expansion project of Wuxi Hub is taken as an example.The site selection and general layout concept of the second-line ship lock under compact site constraints with limited surrounding space are discussed.By adopting measures including corner,staggered layout,flood retaining line optimization and elimination of downstream berthing sections,the final recommended scheme is determined.Meanwhile,the navigation water flow conditions of the entrance area are further analyzed and optimized through physical model tests.Measures such as row piles + pile foundation plug structure,local dredging of the approach channel,rounding of corners,and the installation of diversion piers are adopted to improve the navigation water flow conditions of the approach channel.The maximum navigation flow of the ship lock is determined as 7,550 m3/s with a two-year return period.The innovation design for lock chamber,cofferdam,and baffle sill of the ship lock can provide references for similar projects.

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李玲君.浯溪枢纽扩建二线船闸平面布置方案与创新设计[J].水运工程,2026(8):186-193.

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  • 在线发布日期: 2026-08-20
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