EXPERIMENTAL STUDY OF 3-D TURBULENT BEND FLOWS IN OPEN CHANNEL

被引:3
作者
Liu Yue-qin [1 ,2 ]
Zheng Shao-wen [2 ]
Wu Qiang [1 ]
机构
[1] China Univ Min & Technol, Sch Resource & Safety Engn, Beijing 100083, Peoples R China
[2] S China Univ Technol, Coll Traff & Commun, Guangzhou 510640, Guangdong, Peoples R China
关键词
Reynolds stress; 3-D turbulent intensity; bend flow; channel model;
D O I
暂无
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A generalized bend flow model, treating a 90 degrees single bend and 60 degrees continuous bends, was designed to quantitatively describe 3-D turbulence mechanism circulating not-fully-developed flow in open channels with. bends. The 3-D fluctuating velocities of turbulent flow were measured and analyzed with a 3-D acoustic-Doppler velocimeter. Formula for 3-D turbulent intensity was derived using the dimension analysis approach. Expressions of vertical turbulent-intensity distributions were obtained with the multivariant-regression theory, which agree with experiment data. Distributions of turbulent intensity and turbulent stress were characterized, and their relationships were concluded. In the bend-turbulent-flow core region, longitudinal and lateral turbulent-intensity distributions are coincident with linear distribution, but in near-wall region are coincident with the Gamma distribution. Vertical turbulent intensity distributions are coincident with the Rayleigh distribution. Herein, it is concluded that the bend turbulence is anisotropic.
引用
收藏
页码:704 / 712
页数:9
相关论文
共 11 条
  • [1] TURBULENT STRUCTURE IN A RIVER BEND
    ANWAR, HO
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1986, 112 (08): : 657 - 669
  • [2] DONG Zeng-nan, 1994, J HYDRODYNAMICS A, V9, P8
  • [3] FERDOUS Ahmed, 2000, J HYDRAUL ENG-ASCE, V126, P1262
  • [4] HUANG Ben-sheng, 1992, P NAT C RES BAS THEO, P461
  • [5] HUANG Yue, 2001, J HYDRODYNAMICS B, V13, P63
  • [6] LI Fu-jun, 1999, J HYDRODYNAMICS A, V16, P265
  • [7] MEANDER FLOW MODEL .1. DEVELOPMENT
    ODGAARD, AJ
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1986, 112 (12): : 1117 - 1136
  • [8] TANG Xiao-nan, 1992, J NANJING HYDRAULIC, P1
  • [9] Wang P. Y., 1994, J HYDRODYNAMICS A, V9, P267
  • [10] WANG Xing-kui, 1993, J HYDROELECTRIC ENG, V43, P12