长江科学院院报 ›› 2014, Vol. 31 ›› Issue (8): 45-49.DOI: 10.3969/j.issn.1001-5485.2014.08.0092014,31(08):45-49,81

• 水力学 • 上一篇    下一篇

波状床面消力池的流速分布和壁面阻力系数

张志昌,傅铭焕,李若冰,赵莹   

  1. 西安理工大学 水利水电学院,西安 710048
  • 收稿日期:2013-06-13 修回日期:2014-08-12 出版日期:2014-08-01 发布日期:2014-08-12
  • 作者简介:张志昌(1954-),男,陕西西安人,教授级高级工程师,主要从事水工水力学方面的研究,(电话)13991942265(电子信箱)zhangzhichang1954@163.com。

Velocity Distribution and Wall Resistance Coefficient ofCorrugated Bed of Stilling Basin

ZHANG Zhi-chang, FU Ming-huan, LI Ruo-bing, ZHAO Ying   

  1. Institute of Water Resources and Hydro-electric Engineering,Xi’an University of Technology, Xi’an 710048,China
  • Received:2013-06-13 Revised:2014-08-12 Online:2014-08-01 Published:2014-08-12

摘要: 根据S.A.Ead和N.Rajaratnam (2002)对波状床面消力池流速、边界层厚度和壁面阻力的试验成果,通过对试验资料的分析,研究波状床面消力池断面流速分布和最大流速沿程变化的规律;根据边界层理论,研究波状床面消力池边界层的发展和壁面阻力系数的变化规律。研究表明:波状床面消力池的断面流速分布具有相似性和分区性,断面流速具有同一分布规律,各断面以最大流速为界,将其分为边界层区域和混合区域,在边界层区,流速沿垂线不断增大,在混合区,垂线流速不断减小;消力池的最大流速沿程逐渐衰减;波状床面消力池的边界层厚度远大于光滑壁面的边界层厚度;壁面阻力系数大于光滑壁面的阻力系数。提出了断面流速和沿程最大流速的计算公式和波状床面消力池边界层厚度和壁面阻力系数的计算方法。对所提出的公式与S.A.Ead和N.Rajaratnam(2002)的试验成果进行了对比分析,验证了计算方法的正确性。

关键词: 波状床面消力池, 流速分布, 边界层, 壁面阻力系数

Abstract: By analyzing the results of S.A Ead and N.Rajaratnam’s test(2002)on velocity, boundary layer thickness and integrated bed shear stress on corrugated beds of stilling basin, we researched the velocity distribution in cross section of corrugated beds of stilling basin and the variation of maximum velocity along the way. We also researched the development of boundary layer and the variation of shear force coefficient based on boundary layer theory. As a result, the velocity distribution of corrugated beds of stilling basin is similar and partitioned. Velocity profile is divided as boundary layer region and mixed layer region which is bounded by maximum velocity. Velocity increases gradually along vertical line in boundary layer region while decreases gradually in mixed layer region.Meanwhile, the maximum velocity decays along the way in stilling basin. Boundary layer thickness of corrugated bed is much larger than that of smooth bed, so is the wall resistance coefficient. The calculation formulas of velocity distribution in cross section and maximum velocity along the way are proposed, and the calculation method for boundary layer thickness and wall resistance coefficient of corrugated beds of stilling basin are put forward. Correctness of the formulas is checked through the test results of S.A.Ead and N.Rajaratnam(2002).

Key words: corrugated beds of stilling basin, velocity distribution, boundary layer, shear force coefficient

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