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Numerical and Experimental Study of Pump Sump Flows

机译:泵污水流的数值与实验研究

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摘要

The present study analyzes pump sump flows with various discharges and gate submergence. Investigations using a three-dimensional large eddy simulation model and an acoustic Doppler velocimeter are performed. Flow patterns and velocity profiles in the approaching flow are shown to describe the flow features caused by various discharges and gate submergence. The variation of a large-scale spanwise vortex behind a sluice gate is examined and discussed. The suction effect on approaching flow near the pipe column is examined using numerical modeling. To gain more understanding of the vortices variation, a comparison between time-averaged and instantaneous flow patterns is numerically conducted. Additionally, swirl angle, a widely used index for evaluating pump efficiency, is experimentally and numerically examined under various flow conditions. The results indicate that the pump becomes less efficient with increasing discharge and gate submergence. The fluctuation of the free surface over the pump sump is also discussed.
机译:本研究分析了具有各种排放和闸门浸没的泵池水流。使用三维大涡模拟模型和声学多普勒测速仪进行了研究。显示了接近的流中的流型和速度曲线,以描述由各种流量和闸门浸没引起的流特征。研究并讨论了闸门后面的大规模翼展涡旋的变化。使用数值模型检查了对靠近管柱的进水的吸力影响。为了对旋涡变化有更多的了解,对时间平均流型和瞬时流型进行了数值比较。此外,在各种流量条件下,通过实验和数值方法检查了旋流角(一种广泛用于评估泵效率的指标)。结果表明,泵的效率随着排放和闸门浸没的增加而降低。还讨论了泵池上方自由表面的波动。

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  • 来源
    《Mathematical Problems in Engineering》 |2014年第8期|735416.1-735416.20|共20页
  • 作者单位

    Department of Hydraulic and Ocean Engineering, National Cheng Kung University, Tainan 701, Taiwan;

    Department of Hydraulic and Ocean Engineering, National Cheng Kung University, Tainan 701, Taiwan;

    Tainan Hydraulics Laboratory, National Cheng Kung University, Tainan 701, Taiwan;

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