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惠南庄泵站前池水力特性三维紊流数值模拟

3-D Numerical Simulation of Hydraulic Characteristics in the Forebay of the Hui-nan-zhuang Pumping Station

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【作者】 冯宾春石维新谢省宗杨开林

【Author】 FENG Bin-chun, SHI Wei-xin, XIE Sheng-zong, YANG Kai-lin (China Institute of Water Resources and Hydropower Research , Beijing 100038; Beijing Institute of Planning & Design Research for Water Resources, Beijing 100044, China)

【机构】 中国水利水电科学研究院水力学所北京市水利规划设计研究院中国水利水电科学研究院水力学所 北京 100038北京 100044北京 100038北京 100038

【摘要】 现采用两方程κ-ε紊流模型和VOF多相流方法对惠南庄前池泵站进行了三维数值模拟,并对加大流量情况下高、低水位两种工况前池流态特征进行了分析比较。结果表明,该前池设计方案基本合理,运行中没有出现明显的不利流态,但不同运行水位下拦沙坎对其附近及下游流态的影响存在一定差别。

【Abstract】 κ-ε two equation turbulence model and VOF method are adopted to simulate 3-D turbulent flow in the forebay of Huinanzhuang pumping station in the paper. The flow patterns of the two operation cases for different water level of the forebay are analysed. The results show that the designing layout of the forebay is suitable and no unsatisfactory flow patterns appear during the running period of the pumping station. Under different run level, the influence of the silting sill on downstream area is different to some degree.

  • 【文献出处】 南水北调与水利科技 ,South-to-North Water Tromsfersomd and Water Science & Technology , 编辑部邮箱 ,2005年01期
  • 【分类号】TV135
  • 【被引频次】21
  • 【下载频次】174
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