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

被引:0
|
作者
LIU Yue-qin School of Resource and Safety Engineering
机构
关键词
Reynolds stress; 3-D turbulent intensity; bend flow; channel model;
D O I
暂无
中图分类号
TV133 [河渠水力学];
学科分类号
0801 ; 080103 ; 080104 ; 081502 ;
摘要
A generalized bend flow model, treating a 90° single bend and 60° continuous bends, was designed to quantitatively describe 3-D turbulence mechanism of 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 50 条
  • [41] Interrplay of turbulent and geometrical parameters in 3-D established curved flows
    Vysotsky, LI
    [J]. HYDRAULICS OF RIVERS, WATER WORKS AND MACHINERY, VOL 1, THEME D, PROCEEDINGS: 21ST CENTURY: THE NEW ERA FOR HYDRAULIC RESEARCH AND ITS APPLICATIONS, 2001, : 72 - 75
  • [42] Experimental study on the statistics of wall shear stress in turbulent channel flows
    Obi, S
    Inoue, K
    Furukawa, T
    Masuda, S
    [J]. INTERNATIONAL JOURNAL OF HEAT AND FLUID FLOW, 1996, 17 (03) : 187 - 192
  • [43] Experimental study on the statistics of wall shear stress in turbulent channel flows
    Department of Mechanical Engineering, Keio University, Yokohama, Japan
    不详
    [J]. Int J Heat Fluid Flow, 3 (187-192):
  • [44] Numerical and experimental study of dividing open-channel flows
    Ramamurthy, A. S.
    Qu, Junying
    Vo, Diep
    [J]. JOURNAL OF HYDRAULIC ENGINEERING, 2007, 133 (10) : 1135 - 1144
  • [45] Experimental and numerical study of unsteady flows in a compound open channel
    Kaddi, Yassine
    Proust, Sebastien
    Faure, Jean-Baptiste
    Cierco, Francois-Xavier
    [J]. ENVIRONMENTAL FLUID MECHANICS, 2024, 24 (03) : 335 - 365
  • [46] Turbulent structure of oscillatory shallow flows in open channel
    Chen, CQ
    Chen, DY
    Stansby, P
    [J]. HYDRAULICS OF RIVERS, WATER WORKS AND MACHINERY, VOL 1, THEME D, PROCEEDINGS: 21ST CENTURY: THE NEW ERA FOR HYDRAULIC RESEARCH AND ITS APPLICATIONS, 2001, : 397 - 406
  • [47] Turbulent flows in a compound open channel with emergent vegetation
    Kawahara, Y.
    Jahra, F.
    Hasegawa, F.
    [J]. RIVER FLOW 2012, VOLS 1 AND 2, 2012, : 241 - 246
  • [48] TURBULENT STRUCTURE IN COMPOUND OPEN-CHANNEL FLOWS
    TOMINAGA, A
    NEZU, I
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1991, 117 (01): : 21 - 41
  • [49] 3D numerical analysis of flow characteristics in an open - channel bend
    Sanchez-Cordero, E.
    Gomez, M.
    Blade, E.
    [J]. INGENIERIA DEL AGUA, 2020, 24 (03): : 157 - 168
  • [50] TURBULENT OPEN-CHANNEL FLOWS WITH VARIABLE DEPTH ACROSS THE CHANNEL
    SHIONO, K
    KNIGHT, DW
    [J]. JOURNAL OF FLUID MECHANICS, 1991, 222 : 617 - 646