c9bd 船闸泄水口数量对中间渠道水力特性影响研究*
船闸泄水口数量对中间渠道水力特性影响研究*
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国家重点研发计划项目(2023YFC3206104)


Influence of number of ship lock outlets on hydraulic characteristics of intermediate channel
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    摘要:

    针对组合式通航建筑物船闸集中泄水引发的中间渠道非恒定波流问题,拟通过改变船闸泄水口数量,改善中间渠道船舶航行条件。以1 000吨级船闸与长1 400 m、宽20 m、水深4 m的中间渠道组合而成的建筑物为研究对象,采用三维水流数值模拟方法,探究船闸泄水口数量对中间渠道水力特性影响规律。结果表明,相较于集中式布置,采用分散式泄水口布局可显著改善渠道内波流条件。具体而言,当泄水口数量由单点集中增加至8个对称分散式时,停泊区最大水面比降降幅达74.3%,最大流速降幅达55.0%;但当集中出水口平均分散超过6个后,波流条件改善幅度趋缓,渠道内停泊区最大水面比降与最大流速降幅不足5%。研究成果可为类似工程的中间渠道设计提供理论依据和技术参考。

    Abstract:

    To address the issue of unsteady waves and currents in the intermediate channel caused by the concentrated discharge of the ship lock in a combined navigation structure,the objective of this paper is to enhance the navigational conditions for ships in the intermediate channel by modifying the number of outlets from the ship lock.The research focuses on a structure comprising a 1,000-ton class ship lock and an intermediate channel with dimensions of 1,400 m in length,20 m in width,and 4 m in depth.Utilizing three-dimensional flow numerical simulation methods,the study investigates the impact of the number of ship lock outlets on the hydraulic characteristics of the intermediate channel.The findings indicate that,in contrast to a centralized outlet configuration,a decentralized layout significantly ameliorates wave and current conditions within the channel.Specifically,increasing the number of outlets from a single point to eight symmetrically dispersed outlets results in a 74.3% reduction in the maximum water surface gradient and a 55.0% decrease in the maximum velocity within the berthing area.However,when the number of outlets exceeds six,the rate of improvement in wave and current conditions diminishes,with reductions in maximum water surface gradient and flow velocity in the berthing area falling below 5%.The research results can provide a theoretical foundation and technical guidance for the design of intermediate channels in similar projects.

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李昆洪,陈 明,姜 鹏,等.船闸泄水口数量对中间渠道水力特性影响研究*[J].水运工程,2025(11):118-124.

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  • 在线发布日期: 2025-11-13
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