Experimental Study of Secondary Flow in Narrow and Sharp Open- Channel Bends

被引:1
|
作者
Hu, P. [1 ]
Yu, M. [1 ]
机构
[1] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn, Wuhan 430072, Peoples R China
基金
中国国家自然科学基金;
关键词
Secondary flow; Vorticity transport equations; Open-channel bends; Aspect ratio; Reynolds number; SEDIMENT TRANSPORT; SHEAR-STRESS; CURVATURE;
D O I
10.47176/jafm.16.09.1672
中图分类号
O414.1 [热力学];
学科分类号
摘要
Secondary flow is a prominent feature of channel bends; it alters the streamwise velocity and bed shear stress distributions. Experiments were conducted to investigate the complex pattern of secondary flow in a narrow and sharp open -channel bend and the underlying mechanism of generation of multiple circulation cells. Compared with the moderate bends, the sharp bends are characteristic of multiple circulation cells from the 90 & DEG; section. In addition to the curvature-induced circulation cell (S1) and turbulence-induced counter -rotation circulation cell (C1) near the outer bank, another circulation cell (S2) was observed near the inner bank and was attributed to flow separation. A term -by-term analysis of the vorticity equations indicates that the centrifugal term favours S1 and C1 while opposing S2. The turbulence-related term accounts for the formation of C1 and S2. The advective transport term redistributes vorticity and maintains the existence of S2. The dependence of secondary flow structure on Reynolds number and aspect ratio was also explored. With an increase in the Reynolds number from 23000 to 37000, both the strength and size of C1 are reduced by 50%, whereas the size of S2 increases by 20%, and its strength slightly decreases. With a decrease in the aspect ratio from 3.3 to 2, the strengths of S1, S2, and C1 are doubled, and the sizes of C1 and S2 increase by 90% and 20%, respectively.
引用
收藏
页码:1767 / 1777
页数:11
相关论文
共 50 条
  • [31] Effect of bed superelevation on the flow in rigid open channel bends
    Ali, K.H.M.
    Mendis, M.M.
    Proceedings - Institution of Civil Engineers. Part 2. Research and theory, 1989, 87 : 271 - 288
  • [32] Experimental study on ledinegg flow instability in rectangular narrow channel
    Chen, Chong
    Gao, Pu-Zhen
    Tan, Si-Chao
    Huang, Dong
    Yu, Zhi-Ting
    Lan, Shu
    Chen, Chong, 1600, Atomic Energy Press (48): : 1411 - 1415
  • [33] Experimental study on resonant phenomena in a narrow open channel under waves
    Saitoh, T
    Miao, GP
    Ishida, H
    PROCEEDINGS OF THE TWELFTH (2002) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 3, 2002, : 622 - 627
  • [34] Measurement of turbulent flow in a narrow open channel
    Sarkar, Sankar
    JOURNAL OF HYDROLOGY AND HYDROMECHANICS, 2016, 64 (03) : 273 - 280
  • [35] Experimental and numerical investigation of water flow behaviour in sharply curved 60° open-channel bends
    Seyedashraf, Omid
    Akhtari, Ali Akbar
    EARTH SURFACE PROCESSES AND LANDFORMS, 2025, 50 (01)
  • [36] EXPERIMENTAL-STUDY OF SECONDARY FLOW IN A MAGNETOHYDRODYNAMIC CHANNEL
    GIRSHICK, SL
    KRUGER, CH
    JOURNAL OF FLUID MECHANICS, 1986, 170 : 233 - 252
  • [37] EXPERIMENTAL STUDY OF SECONDARY FLOW IN A MAGNETOHYDRODYNAMIC CHANNEL.
    Girshick, S.L.
    Kruger, C.H.
    Journal of Fluid Mechanics, 1986, 170 : 233 - 252
  • [38] Experimental study on flow behavior at open channel confluences
    Wang Xiekang
    Wang Xianye
    Lu Weizhen
    Liu Tonghuan
    FRONTIERS OF STRUCTURAL AND CIVIL ENGINEERING, 2007, 1 (02): : 211 - 216
  • [39] Experimental and Numerical Investigation on Vanes’ Effects on the Flow Characteristics in Sharp 60° Bends
    Ali Akbar Akhtari
    Omid Seyedashraf
    KSCE Journal of Civil Engineering, 2018, 22 : 1484 - 1495
  • [40] Stream-barb installations for narrow channel bends - a laboratory study
    Matsuura, T
    Townsend, R
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 2004, 31 (03) : 478 - 486