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高坝施工导流洞改建为旋流竖井式泄洪洞的水力特性研究 被引量:1

Study on the Hydraulic Characteristic for Constructing Diversion Tunnels of High Dam Transformed into Spillway Tunnels in a Type of Rotating Flow Shaft
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摘要 为了研究旋流式竖井泄洪洞的水力特性,结合某水利枢纽施工导流洞改建为旋流竖井泄洪洞水工模型试验的部分研究成果,通过大量的优化试验研究,分析了竖井涡流消能工况的流态、压力分布、流速分布、消能率等水力特性.试验研究结果表明,这种旋流竖井式泄洪洞消能效率可达88%以上,涡室与竖井的水流流态比较平顺,压力分布合理.所得结论为旋流竖井泄洪洞的设计提供了依据,可为类似工程参考. In order to research the hydraulic characteristic of spillway tunnels in a type of rotating flow shaft,based on the hydraulic model test′s part research results of a certain hub construction diversion tunnel changed into a swirling shaft spillway tunnel,after a large number of optimized experimental studies,the hydraulic characteristics of the flow pattern of the shaft swirl energy dissipator,pressure distribution,velocity distribution and the rate of energy dissipation were analyzed.Experimental study show that the energy dissipation efficiency of the swirl-type spillway tunnel shaft can be up to more than 88%. Vortex chamber with the shaft has a relatively smooth flow pattern, and the pressure distribution is reasonable. These provide the basis for the swirl shaft spillway tunnel design, and also can be a reference for similar projects.
作者 曹京京 王俊
出处 《华北水利水电学院学报》 2009年第4期16-19,共4页 North China Institute of Water Conservancy and Hydroelectric Power
关键词 内消能系统 阻涡坎 涡室 消力井 脉压 导流洞 within the energy dissipation system resistance vortex hom vortex chamber stilling wells pulse pressure diversion tunnel
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  • 1武汉水利水电学院.水力计算手册[M].北京:水利电力出版社,1983.
  • 2南京水科院,中国水科院.水工模型试验(第二版)[M].北京:水利电力出版社,1985.
  • 3董兴林,郭军,肖白云,周钟.高水头大泄量旋涡竖井式泄洪洞的设计研究[J].水利学报,2000,31(11):27-33. 被引量:47
  • 4罗立群,张连合.黄河古贤旋流竖井泄洪洞水工模型试验报告[R].郑州:黄委会水科院,2003.

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