Home            Contact us            FAQs
    
      Journal Home      |      Aim & Scope     |     Author(s) Information      |      Editorial Board      |      MSP Download Statistics

     Research Journal of Applied Sciences, Engineering and Technology


Assessing the Impact of Velocity Dip and Wake Coefficients on Velocity Prediction for Open Channel Flows

1,2Wisam Alawadi, 1T.D. Prasad and 1,2Osamah Al-Salih
1University of Salford, Salford, M5 4WT, UK
2Department of Civil Engineering, University of Basrah, Iraq
Research Journal of Applied Sciences, Engineering and Technology  2019  1:9-14
http://dx.doi.org/10.19026/rjaset.16.5993  |  © The Author(s) 2019
Received: August 28, 2018  |  Accepted: October 25, 2018  |  Published: January 15, 2019

Abstract

The aim of the present study is to assess the impact of the velocity-dip and wake strength on the velocity prediction using the dip modified laws. The dip modified laws, particularly the Dip Modified Log Wake law (DMLW-law), are preferred over the traditional wall laws in the narrow open channels. This is mainly because these analytical-based laws basically rely on parameters for the velocity dip (α) caused by secondary flow and for the wake strength (Π) due to the turbulence and boundary walls. In this study, comprehensive expressions for estimating these two key parameters were proposed and tested for smooth and rough flows. The results indicated that the proposed expressions can noticeably improve the application of the DMLW-law model to both smooth and rough flows.

Keywords:

Open channel, secondary flow, velocity dip, velocity distribution, wake strength,


References

  1. Absi, R., 2009. Analytical methods for velocity distribution and dip-phenomenon in narrow open-channel flows. Proceeding of the International Workshop on Environmental Hydraulics Theoretical, Experimental and Computational Solutions, pp: 127-129.
    CrossRef    PMid:19225082    
  2. Absi, R., 2011. An ordinary differential equation for velocity distribution and dip-phenomenon in open channel flows. J. Hydraulic Res., 49(1): 82-89.https://doi.org/10.1080/00221686.2010.535700
    CrossRef    
  3. Cardoso, A.H., W.H. Graf and G. Gust, 1989. Uniform flow in a smooth open channel. J. Hydraulic Res., 27(5): 603-616.https://doi.org/10.1080/00221688909499113
    CrossRef    
  4. Cebeci, T. and A.M. Smith, 1974. Analysis of Turbulent Boundary Layers, Academic Press, New York.
  5. Chow, V.T., 1959. Open-channel hydraulics. McGraw-Hill, New York, pp: 680.
  6. Coles, D., 1956. The law of the wake in the turbulent boundary layer. J. Fluid Mech., 1(2): 191-226.https://doi.org/10.1017/S0022112056000135
    CrossRef    
  7. Guo, J. and P.Y. Julien, 2003. Modified log-wake law for turbulent flow in smooth pipes. J. Hydraulic Res., 41(5): 493-501.https://doi.org/10.1080/00221680309499994
    CrossRef    
  8. Guo, J. and P.Y. Julien, 2008. Application of modified log-wake law in open-channels. J. Appl. Fluid Mech., 1(2): 17-23.
    Direct Link
  9. Kundu, S., 2017. Prediction of velocity-dip-position over entire cross section of open channel flows using entropy theory. Environ. Earth Sci., 76(10): 363.
    CrossRef    
  10. Lassabatere, L., J.H. Pu, H. Bonakdari, C. Joannis and F. Larrarte, 2012. Velocity distribution in open channel flows: Analytical approach for the outer region. J. Hydraulic Eng., 139(1): 37-43.
    CrossRef    
  11. Nezu, I. and H. Nakagawa, 1993. Turbulence in Open-Channel Flows. IAHR Monograph Series, A.A. Balkema, Rotterdam.
  12. Nezu, I. and W. Rodi, 1986. Open-channel flow measurements with a laser Doppler anemometer. J. Hydraulic Eng., 112(5): 335-355.
    CrossRef    
  13. Pope, S.B., 2000. Turbulent Flows, Cambridge University Press, Cambridge.https://doi.org/10.1017/CBO9780511840531
    CrossRef    
  14. Wang, X., Z.Y. Wang, M. Yu and D. Li, 2001. Velocity profile of sediment suspensions and comparison of log-law and wake-law. J. Hydraulic Res., 39(2): 211-217.
    CrossRef    
  15. Wang, Z.Q. and N.S. Cheng, 2005. Secondary flows over artificial bed strips. Adv. Water Resour., 28(5): 441-450.https://doi.org/10.1016/j.advwatres.2004.12.008
    CrossRef    
  16. Wisam, A. and T.D. Prasad, 2018. Comparison of performance of simplified RANS formulations for velocity distributions against full 3D RANS model. Int. J. Hydraulic Eng., 7(2): 33-42.
    Direct Link
  17. Yang, S.Q., S.K. Tan and S.Y. Lim, 2004. Velocity distribution and dip phenomenon in smooth uniform open channel flows. J. Hydraulic Eng., 130(12): 1179-1186.
    CrossRef    

Competing interests

The authors have no competing interests.

Open Access Policy

This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.

Copyright

The authors have no competing interests.

ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
Submit Manuscript
   Information
   Sales & Services
Home   |  Contact us   |  About us   |  Privacy Policy
Copyright © 2024. MAXWELL Scientific Publication Corp., All rights reserved