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曲率缓变型反弧段水流的时均特性 被引量:5

The time-averaged characteristics of the flow passing through a gradually varied curvature bucket
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摘要 本文提出一种曲率缓变型反弧曲线设计方法,用激光测速系统研究了该反弧水流的时均特性.得出反弧段水流时均流速分布,壁面压强、壁面切应力及紊流边界层的沿程变化.与单圆弧反弧体型试验成果比较表明,反弧曲率的连续缓变,使壁面压强分布和空化数变化缓和,消除了曲率突变点存在的逆、顺压力梯度;过渡层紊流强度减小20-30%;切应力系数有所下降,反弧末端切应力系数C'f减小10%.本文还对反弧水流紊流边界层厚度的变化,及下游水平段边界层二次发展现象提出了看法. In this paper,a disign for gradully varied curvature bucket has been proposed.The time--averaged characteristics of the flow passing th rough this bucket have been investigated deeply with 1-D and 2-D.Laser Doppler Anemometry.The velocity distribution of,the variations of wall pressure,the wall shear stress and turbulent boundary layer along the flow are obtained and compared with the experimental data of the flow passing through a single-circle curvature bucket.It has found thats the variation of the wall pressure and cavitation number are smooth;the strong favorable and adverse pressure gradients ocurred near the tangential point are eliminated; the turbulent intensity in the buf-fer layer is reduced by 20-30%;the coefficient of the shear stress drops mpderately,the cofficient Cf is declined by 10% at the end of the bucket.Some new viewpoints about the development of the tubulent boundary layer on the bucket and the second development of the boundary layer on the downstream flat apron are also suggested.
出处 《水利学报》 EI CSCD 北大核心 1994年第9期1-9,31,共10页 Journal of Hydraulic Engineering
基金 国家自然科学基金
关键词 曲率缓变型 反弧水流 时均特性 gradually varied curvature,bucket,time-averaged characteristics,boundary layer.
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参考文献11

  • 1陈长植,水利学报,1994年,9期
  • 2夏震寰,现代水力学.3,1992年
  • 3董曾南,水利学报,1990年,12期
  • 4陈长植,中国科学.A,1990年,11期
  • 5陶晓峰,水利学报,1984年,6期
  • 6团体著者,水力学.上(1980年修订版),1982年
  • 7董曾南,水利学报,1990年,12期
  • 8陈长植,中国科学.A,1990年,11期
  • 9董曾南,中国科学.A,1989年,11期
  • 10许协庆,水利发电学报,1988年,3期

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