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侧向进水泵站前池流动特性及调控措施分析

An Analysis of Flow Characteristics and Control Measures in Side-Inlet Pumping Station Forebay

  • 摘要: 为解决江苏省扬州市施桥泵站侧向进水前池大范围回流的问题,以施桥翻水站进水建筑物为研究对象,基于雷诺时均N-S方程和RNG k-ε模型,采用CFD软件对侧向进水前池和进水池进行联合数值计算,分析了不同整流措施时前池和进水池的流动特性,提出了若干整流措施并定量分析了流态调控效果,结果表明:无整流措施时,侧向进水泵站2号和6号进水池流态较为紊乱,流线分布不均;通过3个方案整流措施分析,在前池增设底坎时进水池流线分布均匀,流速分布合理,且各水泵机组的进水池进口特征断面轴向流速分布均匀度平均提高了约30%,整流效果显著。研究成果可为类似泵站工程流态改善提供参考。

     

    Abstract: In order to solve the problem of large-scale backflow in side-inlet forebay of Shiqiao Pumping Station in Yangzhou City, Jiangsu Province, Shiqiao Pumping Station intake structure is taken as the research object based on Reynolds time-averaged equation and RNG k-εmodel, CFD software is used for numerical calculation of side-inlet forebay and intake sump. The flow characteristics of forebay and intake sump are analyzed under different rectification measures. Several rectification measures are proposed and the effect of flow pattern control is quantitatively analyzed. The result shows that the flow pattern of 2# and 6# intake sump is comparatively disordered without rectification measures, as the streamline is distributed unevenly. Through an analysis of three rectification measures, the streamline distribution of the intake sump is uniform and the flow velocity distribution is reasonable when the bottom ridge is added to the forebay. Axial velocity distribution uniformity of inlet characteristic section in intake sump is increased by about 30% on average in each pump unit, indicating a significant rectification effect. The research findings serve as a reference for the flow pattern improvement of similar pumping station projects.

     

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