Volume 4 Issue 2
Jun.  2011
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Jing YAN, Hong-wu TANG, Yang XIAO, Kai-jie LI, Zhi-Jun TIAN. 2011: Velocity Dip and Boundary Influence on the location of the Maximum Velocity in Open Channel Flows: An Experimental study. Water Science and Engineering, 4(2): 185-191. doi: 10.3882/j.issn.1674-2370.2011.02.006
Citation: Jing YAN, Hong-wu TANG, Yang XIAO, Kai-jie LI, Zhi-Jun TIAN. 2011: Velocity Dip and Boundary Influence on the location of the Maximum Velocity in Open Channel Flows: An Experimental study. Water Science and Engineering, 4(2): 185-191. doi: 10.3882/j.issn.1674-2370.2011.02.006

Velocity Dip and Boundary Influence on the location of the Maximum Velocity in Open Channel Flows: An Experimental study

doi: 10.3882/j.issn.1674-2370.2011.02.006
Funds:  This work was supported by the National Natural Science Foundation of China (Grants No. 50879019, 50909036, and 50879020)
More Information
  • Corresponding author: Jing YAN
  • Received Date: 2010-10-25
  • Rev Recd Date: 2011-05-27
  • The Velocity Dip phenomenon will appear in part or whole flow field of open channel flows due to the secondary flow effect. Based on rectangular flume experiments and Laser Doppler Velocimetry, the influence of the distance to side wall and the aspect ratio of the Velocity Dip is investigated. Through applying statistical methods to obtained results,, it is proposed that the flow field may be divided into two regions, the Relative Strong Side Wall Region and the Relative Weak Side Wall Region. In the Relative Strong Side Wall Region, the distance to the side wall greatly affects the location of maximum velocity, and in the Relative Weak Side Wall Region, both the distance to the side wall and the aspect ratio influence the location of maximum velocity.

     

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  • Hu, C. H., and Ni, J. R. 1988. Velocity distribution in smooth rectangular open channels. Hydro-Science and Engineering,2, 27-36. (in Chinese)
    Hu, Y. F., Wan, W. Y., Cai, F. K., Mao, G., and Xie, F. 2008. Velocity distribution in narrow and deep rectangular open channels. Journal of Zhejiang University (Engineering Science), 42(1), 183-187. [doi:10.3785/j.i ssn.1008-973X.2008.01.033]
    Luo, T. F., and Lü, H. X. 2006. Discussion of velocity profile in open channel with U-shaped cross-section. Journal of Irrigation and Drainage, 25(2), 12-14. (in Chinese)
    Nezu, I., and Rodi, W. 1985. Experimental study on secondary currents in open channel flow. Proceedings of the 21st IAHR Congress, 115-119, Melbourne: IAHR.
    Nezu, I., and Nakagawa, H. 1993. Turbulence in Open-channel Flows. Lisse: Balkema Publishers.
    Sun, D. P., Wang, E. P., Dong, Z. H., and Li, G. Q. 2004. Discussion and application of velocity profile in open channel with rectangular cross-section. Journal of Hydrodynamics,Ser. A, 19(2), 144-151. (in Chinese)
    Wang, D. C., Wang, X. K., and Li, D. X. 1998. Mean velocity distribution and impact factor analysis of open channel flows. Journal of Sediment Research, 3, 86-90. (in Chinese)
    Wang, X. K., Wang, Z. Y., Yu, M. Z., and Li, D. X. 2001. Velocity profile of sediment suspensions and comparison of log-law and wake-law. Journal of Hydraulic Research, 39(2), 211-217. [doi:10.1080/0 0221680109499822]  
    Yang, S. Q., Tan, S. K., and Lim, S. Y. 2004. Velocity distribution and dip phenomenon in smooth uniform open channel flow. Journal of Hydraulic Engineering, 130(12), 1179-1186. [doi:10.1061/(ASCE) 0733-9429(2004)130:12(1179)]
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