节点文献

高含沙圆管流的紊动强度分布

Experimental Study on Vertical Distribution of Turbulence Intensity in High Sediment-Laden Pipe Flow

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 陈立

【Author】 Chen Li (Wuhan University of Hydraulic and Electric Engineering, Wuhan 430072)

【机构】 武汉水利电力大学河流工程系 武汉 430072

【摘要】 明渠高含沙水流紊动特性的研究比较多,而关于高含沙管流紊动的文献则很少见到。我们在管路试验系统中,用应变式紊动流速仪,观测了管道内高含沙水流紊动强度的大小、沿垂线分布以及流速、含沙量对紊动强度大小和分布的影响,初步探讨了流核区内存在紊动、管轴处紊动强度不小于其周围附近点紊动强度值的机理。

【Abstract】 In an experimental circulating pipe system, using strain turbulent velocity meter, the magnitude and vertical distribution of velocity and turbulence intensity (σ) of high sediment-laden flow were measured. Based on the experimental data, the distribution laws of a in pipe flow are compared with that in open channel flow. The mechanism of the existence of turbulence in flow-core, where du/dy = 0, and the fact that a at the midpoint of the profile (where also du/dy = 0) is larger than that at surrounding points are discussed. The influence of mean velocity and sediment concentration on the magnitude and distribution of a are analysed.

【关键词】 紊动强度管流泥沙试验
【Key words】 turbulence intensitypipe-flowsedimentexperiment
  • 【文献出处】 水动力学研究与进展(A辑) ,Journal of Hydrodynamics , 编辑部邮箱 ,1993年S1期
  • 【被引频次】18
  • 【下载频次】171
节点文献中: 

本文链接的文献网络图示:

本文的引文网络