Three-dimensional CFD simulation of inlet structure flow in pumping station based on Eulerian solid- liquid two-phase flow model

被引:0
|
作者
Mi Zihao [1 ,2 ]
Zhou Daqing [1 ]
Mao Yuanting [3 ]
机构
[1] College of Energy and Electrical Engineering,Hohai University
[2] Xi'an Thermal Power Research Institute Co Ltd
[3] Institute of Hydroelectrical Investigation and
关键词
pumping station; forebay; sediment deposition; Eulerian two-phase flow model;
D O I
暂无
中图分类号
TV135 [工程水力学(水工建筑水力学)];
学科分类号
摘要
Sediment deposition in the pumping station has a huge negative impact on unit operation.The three-dimensional CFD method has been used to simulate inlet structure flow in pumping station based on the Eulerian solid- liquid two-phase flow model. The numerical results of the preliminary scheme show that sediment deposition occurs in the forebay of pumping station because of poor flow pattern therein. In order to improve hydraulic configuration in the forebay,one modified measure reconstructs water diversion weir shape,and another measure sets a water retaining sill in the approach channel. The simulation results of the modified scheme prove that back flow in the forebay has been eliminated and the sediment deposition region has also been reduced.
引用
收藏
页码:494 / 498
页数:5
相关论文
共 9 条
  • [1] Simulation of Curved Open Channel Flows by 3D Hydrodynamic Model.[J].Jian Ye.Journal of Hydraulic Engineering.1998, 7
  • [2] Numerical Model for Simulation of Pump-Intake Flow and Vortices.[J].G. S. Constantinescu.Journal of Hydraulic Engineering.1998, 2
  • [3] ENHANCEMENTS OF THE SIMPLE METHOD FOR PREDICTING INCOMPRESSIBLE FLUID-FLOWS
    VANDOORMAAL, JP
    RAITHBY, GD
    [J]. NUMERICAL HEAT TRANSFER, 1984, 7 (02): : 147 - 163
  • [4] 泵站前池水沙流的数值模拟
    唐学林
    王武昌
    王福军
    黎耀军
    [J]. 排灌机械工程学报, 2011, (05) : 411 - 417
  • [5] 泵站前池非连续挑流消能防沙技术措施
    高传昌
    王玉川
    石礼文
    刘伟
    杨洪存
    [J]. 排灌机械工程学报, 2011, 29 (02) : 133 - 138
  • [6] 泵站前池与进水池整流数值模拟
    刘新阳
    高传昌
    石礼文
    刘伟
    [J]. 排灌机械工程学报, 2010, 28 (03) : 242 - 246
  • [7] 泵站侧向进水引河段三维紊流数值模拟
    刘超
    韩旭
    周济人
    金燕
    成立
    [J]. 排灌机械, 2009, (05) : 281 - 286
  • [8] 大型泵站双向进水流道三维紊流数值模拟
    陈松山
    葛强
    周正富
    杨国平
    严登丰
    [J]. 江苏大学学报(自然科学版), 2005, (02) : 102 - 105
  • [9] 水泵站底坎二维绕流湍流数值模拟
    成立
    刘超
    周济人
    汤方平
    [J]. 农业机械学报, 2005, (03) : 37 - 39