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水力发电学报 ›› 2017, Vol. 36 ›› Issue (11): 73-81.doi: 10.11660/slfdxb.20171108

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侧式进/出水口流动分离现象研究

  

  • 出版日期:2017-11-25 发布日期:2017-11-25

Flow separation in side inlets/outlets of pumped storage power stations

  • Online:2017-11-25 Published:2017-11-25

摘要: 抽水蓄能电站侧式进/出水口具有双向过流的特点,若进/出水口体型设计不当,出流时扩散段易发生流动分离现象,导致拦污栅断面流速分布不均,甚至出现反向流速。本文利用Realizable 紊流模型,针对进/出水口出流扩散时的流动分离现象,探讨了垂向扩散角 和水平扩散角 对流动分离的重要程度,垂向扩散角对减弱流动分离、消除拦污栅断面反向流速起主导作用。在此基础上,考虑设计标准对过栅流速的要求,在孔口面积不变的条件下,研究了出流时垂向扩散角对流动分离和孔口流速分布的影响。当隧洞雷诺数Re ≤ 2.7×107、垂向扩散角 ≤ 2.0°时,扩散段无明显的流动分离现象,拦污栅断面不出现反向流速。研究成果对侧式进/出水口的设计和运行具有指导意义。

Abstract: The side inlet/outlet of a pumped storage power station is featured with bi-directional flows. If the passage is not properly shaped in design, flow separation will occur in its diffuser section that causes non-uniform velocity distribution and even back flows in the section of trash racks in outflow operation. This paper demonstrates the importance of vertical expansion angle ? and horizontal expansion angle ? to flow separation through numerical simulations using a realizable k-? turbulence model. Results show that ? plays a determinative role in weakening flow separation and eliminating back flow. Based on that, we discuss the influence of the angle ? on flow separation and velocity distribution in the condition of fixing the area of orifices under the required velocity in the trash rack section. This study suggests that flow separation or back flow will not occur if ? is no larger than 2.0° and the Reynolds number is less than 2.7?107.

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