院报 ›› 2017, Vol. 34 ›› Issue (10): 68-73.DOI: 10.11988/ckyyb.20160713

• 水力学 • 上一篇    下一篇

水工附环闸门闭门过程水力特性数值模拟研究

文林森1，王才欢1，杨伟1，陈东新2   

  1. 1. 水力学研究所，武汉 430010；
    2.华南理工大学 电力学院，广州 510640
  • 收稿日期:2016-07-14 修回日期:2016-10-10 出版日期:2017-10-01 发布日期:2017-10-25
  • 作者简介:文林森(1992-),男,安徽六安人,硕士研究生,主要从事水力学及河流动力学方面的研究,(电话)17816601563(电子信箱)wenlinlinsen@163.com。
  • 基金资助:
    国家自然科学基金项目(51379020,51279013)

Numerical Simulation on Hydraulic Characteristics inthe Shutting Process of Ring Gate

WEN Lin-sen1, WANG Cai-huan1,YANG Wei1,CHEN Dong-xin2   

  1. 1.Hydraulics Department,Yangtze River Scientific Research Institute, Wuhan 430010, China;
    2.School of Electric Power,South China University of Technology,Guangzhou 510640, China
  • Received:2016-07-14 Revised:2016-10-10 Online:2017-10-01 Published:2017-10-25

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摘要： 基于VOF方法对某水电站中孔事故附环闸门闭门过程进行数值模拟研究。采用三维标准k-ε紊流数学模型模拟计算了相关水流特性,通过对闸门区流道、门叶孔道以及闸门井内流线运动、流速分布、压强分布及门叶所受动水荷载等进行计算分析,得到了事故闸门闭门过程中的相关水力参数随闸门开度变化的曲线。研究成果可为类似闸门体型的设计运行以及工程体型优化提供依据。

关键词: 附环闸门, VOF方法, k-ε紊流数学模型, 动水荷载, 水力参数, 闸门开度

Abstract: The shutting process of emergency ring gate was simulated through volume of fluids (VOF) method. The flow characteristics were calculated by the 3-D standard k-ε turbulence model. The flow characteristics include streamline motion, velocity distribution, and pressure distribution in the gate channel, gate flap channel and gate well, as well as dynamic water load on the gate. Curves of the hydraulic parameters vs. the opening of gate in the shutting process were obtained.The results provide basis for the design and operation of similar gate pattern.

Key words: ring gate, VOF method, k-ε turbulence model, dynamic water load, hydraulic parameters, opening of gate

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