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泵站双进水口进水池内三维湍流的数值计算 被引量:2

Numerical Simulation of 3-D Turbulent Flow in the Dual-Intakes Sump of Pump Station
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摘要 针对泵站双进水口进水池内三维湍流流场,给出了合理的边界条件,建立了泵站双进水口进水池内三维湍流场的数学模型。采用分块网格方法,构造了泵站双进水口进水池的贴体计算网格。采用有限体积法离散三维湍流控制方程,对双进水口进水池内三维湍流场进行了数值模拟。 A. numerical model for 3-D turbulent flow in the sump of the pump station is presented. A reasonable boundary condition for the flow in the sump with double water intakes, each of which may has different flow rate respectively is proposed. The finite volume method is employed to solve the governing equation using the body fitted grid generated by multiblock grid technique. Using the method obtained in this paper, the fluid flow in the sump of the pump stations with two water intakes is calculated. The numerical result of the examples is fairly good.
作者 郭加宏
出处 《排灌机械》 2004年第5期7-11,共5页 Drainage and Irrigation Machinery
基金 上海市教委发展基金资助项目 上海市重点学科建设项目资助
关键词 进水口 进水池 泵站 湍流场 三维 有限体积法 边界条件 网格方法 数值计算 分块 Numerical Simulation 3-D Turbulent Flow Dual-Intakes Sump Pump Station
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参考文献8

  • 1Constantinescu, G.S. & Patel, V.C., A numerical model forsimulation of pump-intake flow and vortiees, ASCE Journal of Hydraulic Engineering, 1998,124(2): 123 ~ 134.
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二级参考文献12

  • 1刘清朝,水利学报,1993年,1期
  • 2钱义达,江苏农学院学报,1989年,10期
  • 3皮积瑞,水泵技术,1989年,3期
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  • 5关醒凡,泵的理论与设计,1987年
  • 6黄林泉,水泵进水池模型试验法,1986年
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  • 8马铁犹,计算流体动力学,1986年
  • 9刘竹溪,水泵及水泵站(第2版),1986年
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共引文献41

同被引文献5

引证文献2

二级引证文献15

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