船闸输水系统单明沟与消力槛联合布置的消能特性*
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国家重点研发计划项目(2016YFC0402001);重庆市自然科学基金项目(cstc2019jcyj-msxmX0759);通航建筑物建设技术交通行业重点实验室开放基金项目(Yt918002);重庆市研究生科研创新项目(CYB19171)


Energy dissipation characteristics of combined structure consisted of single open ditch and longitudinal sill of filling and emptying system in ship lock
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    摘要:

    针对船闸闸底长廊道单明沟消能问题,结合广西左江山秀二线船闸工程,建立闸底长廊道侧支孔输水系统三维紊流数学模型,对闸室充水过程进行三维数值模拟。对原设计方案以及3个优化方案的闸室内部流场分布、流速分布均匀度、剩余比能等参数进行对比分析。结果表明,在明沟内增设一道消力槛可显著提高消能效果。优化方案的剩余比能和流速分布均匀度的量值在消力槛高度达到1.2 m后仍存在下降,但整体上降幅减缓,说明消力槛高度达到1.2 m后消能效果的改善空间不大。

    Abstract:

    Aiming at the energy dissipation problem of the single open ditch of the ship lock bottom long-culvert,we combine with the Shanxiu second lock in Zuojiang River in Guangxi province,establish the three-dimensional turbulent mathematical model of the filling and emptying system with side branch hole in the ship lock bottom long-culvert,carry out the three-dimensional simulation for the filling operation period of the chamber,and compare and analyze the internal flow field distribution,velocity distribution uniformity,residual specific flow energy and other parameters of the original design scheme and three optimization schemes. The results show that the energy dissipation performance of the system is significantly enhanced by laying a longitudinal sill for the open ditch. The values of the corresponding flow velocity distribution and specific residual flow energy of the optimization schemes increase slightly beyond a critical value (1.2 m) of the height. The results can indicate that the space for enhancing energy dissipation is limited after the height reaches 1.2 m.

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陈 明,杨 颖,黄海津,等.船闸输水系统单明沟与消力槛联合布置的消能特性*[J].水运工程,2021(7):122-129.

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  • 在线发布日期: 2021-07-07
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