Volume 19 Issue 1
Mar.  2026
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Mustafa Alkayed, Behzad Lak, S. Samuel Li. 2026: Enhancing mean flow characteristics and reducing turbulence in channel transition using honeycomb. Water Science and Engineering, 19(1): 132-143. doi: 10.1016/j.wse.2025.12.005
Citation: Mustafa Alkayed, Behzad Lak, S. Samuel Li. 2026: Enhancing mean flow characteristics and reducing turbulence in channel transition using honeycomb. Water Science and Engineering, 19(1): 132-143. doi: 10.1016/j.wse.2025.12.005

Enhancing mean flow characteristics and reducing turbulence in channel transition using honeycomb

doi: 10.1016/j.wse.2025.12.005
Funds:

This work was supported by the Natural Sciences and Engineering Research Council of Canada (Grant No. RGPIN-2020-06796).

  • Received Date: 2025-09-12
  • Accepted Date: 2025-12-11
  • Available Online: 2026-03-28
  • An open-channel transition is needed in most water conveyance channels to connect channel sections with different cross-sectional shapes, areas, bottom slopes, or their combinations. However, these transitions inherently create adverse pressure gradients, flow separation, turbulent eddies, and energy losses, presenting a long-standing hydraulic issue. This study investigated a warped transition (WT), a transition type favored for its smooth linking geometry, which connected a small rectangular upstream channel section to a large downstream trapezoidal section, and evaluated the effectiveness of installing a honeycomb in the WT in reducing turbulence and improving flow characteristics and hydraulic efficiency. The three-dimensional velocity field of turbulent flow was measured using an acoustic Doppler velocimeter. The results showed that the honeycomb effectively improved mean flow properties by enhancing the uniformity of primary flow and reducing the strength of secondary currents and reversed flow. The cell size of the honeycomb limited the formation of larger energy-bearing turbulent eddies. Compared to a conventional WT without a honeycomb, the modified transition exhibited less severe flow separation and lower turbulence intensities. Implementing a honeycomb is a practical and inexpensive intervention for both existing and new transitions. The findings of this study provide valuable insights for improving the design of water conveyance channels.

     

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  • [1]
    Alkayed, M., Li, S.S., Lak, B., 2025. Measurements of turbulence characteristics in a warped transition. Canadian Journal of Civil Engineering 52(5), 980-993. https://doi.org/10.1139/cjce-2024-0189.
    [2]
    Baldyga, J., Pohorecki, R., 1995. Turbulent micromixing in chemical reactors - A review. The Chemical Engineering Journal and the Biochemical Engineering Journal 58(2), 183−195. https://doi.org/10.1016/0923-0467(95)02982-6.
    [3]
    Brunton, S.L., Noack, B.R., 2015. Closed-loop turbulence control: Progress and challenges. Applied Mechanics Reviews 67(5), 050801. https://doi.org/10.1115/1.4031175.
    [4]
    Chow, V.T., 1959. Open-Channel Hydraulics. McGraw-Hill, New York.
    [5]
    Ding, S.W., Zeng, C., Zhou, J., Wang, L.L., Chen, C., 2022. Impact of depth ratio on flow structure and turbulence characteristics of compound open channel flows. Water Science and Engineering 15(3), 265−272. https://doi.org/10.1016/j.wse.2021.12.004.
    [6]
    Henderson, F.M., 1966. Open Channel Flow. Prentice Hall, Upper Saddle River.
    [7]
    Hinze, J.O., 1975. Turbulence, Second Edition. McGraw-Hill, New York.
    [8]
    Li, S.S., Thapa, D.R., Ramamurthy, A.S., 2019. Using vanes to reduce flow separation and head loss in warped transition. Journal of Irrigation and Drainage Engineering 145(2), 04018042. https://doi.org/10.1061/(ASCE)IR.1943-4774.000136.
    [9]
    Li, S.S., 2022. Harmonic function for 3D warped transition geometry and its practical use. J. Irrig. Drain. Eng. 148 (6), 06022002. doi: 10.1061/(ASCE)IR.1943-4774.0001679.
    [10]
    Najafi-Nejad-Nasser, A., Li, S.S., 2015. Reduction of flow separation and energy head losses in expansions using a hump. Journal of Irrigation and Drainage Engineering 141(3), 04014057. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000803.
    [11]
    Najmeddin, S., Li, S.S., 2016. Numerical study of reducing the flow separation zone in short open-channel expansions by using a hump. Journal of Irrigation and Drainage Engineering 142(7), 06016006. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001034.
    [12]
    Nandhini, D., Murali, K., Harish, S., Schuttrumpf, H., Heins, K., Gries, T., 2024. A state-of-the-art review of normal and extreme flow interaction with spur dikes and its failure mechanism. Physics of Fluids 36(5), 051301. https://doi.org/10.1063/5.0202439.
    [13]
    Oruc, V., 2017. Strategies for the applications of flow control downstream of a bluff body. Flow Measurement and Instrumentation 53, 204−214. https://doi.org/10.1016/j.flowmeasinst.2016.08.008.
    [14]
    Ramamurthy, A.S., Basak, S., Rama, R.P., 1970. Open channel expansions fitted with local hump. Journal of the Hydraulics Division 96(5), 1105−1113. https://doi.org/10.1061/JYCEAJ.0003172.
    [15]
    Ramamurthy, A.S., Thapa, D.R., Li, S.S., 2017. Experimental study of flow past a warped transition. Journal of Irrigation and Drainage Engineering 143(8), 04017022. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001200.
    [16]
    Simon, D.B., Albertson, M.L., 1960. Uniform water conveyance channels in alluvial material. Journal of the Hydraulics Division 86(5), 33-71. https://doi.org/10.1061/JYCEAJ.0000478.
    [17]
    Singh, N.B., Devi, T.T., Kumar, B., 2022. The local scour around bridge piers - A review of remedial techniques. ISH Journal of Hydraulic Engineering 28(S1), 527−540. https://doi.org/10.1080/09715010.2020.1752830.
    [18]
    Smith, C.D., Yu, J.N.G., 1966. Use of baffles in open channel expansion. Journal of the Hydraulics Division 92(2), 1-17. https://doi.org/10.1061/JYCEAJ.0001405.
    [19]
    Srikanth, V., Huang, C.W., Su, T.S., Kuznetsov, A.V., 2021. Symmetry breaking of turbulent flow in porous media composed of periodically arranged solid obstacles. Journal of Fluid Mechanics 929, A2. https://doi.org/10.1017/jfm.2021.813.
    [20]
    Thapa, D.R., Li, S.S., Ramamurthy, A.S., 2018. Experimental study of flow characteristics in wedge and modified wedge transitions. Journal of Hydraulic Engineering 144(8), 04018043. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001487.
    [21]
    Thedin, R., Kinzel, M.P., Horn, J.F., Schmitz, S., 2019. Coupled simulations of atmospheric turbulence-modified ship airwakes and helicopter flight dynamic. Journal of Aircraft 56(2), 812−824. https://doi.org/10.2514/1.C035158.
    [22]
    Vittal, N., Chiranjeevi, V.V., 1983. Open channel transitions: Rational method of design. Journal of Hydraulic Engineering 109(1), 99−115. https://doi.org/10.1061/(ASCE)0733-9429(1983)109:1(99).
    [23]
    Wigeland, R.A., Tan-Atichat, J., Nagib, H.M., 1979. Evaluation of A New Concept for Reducing Free-Stream Turbulence in Wind Tunnels. NASA Contractor Report 3196. NASA, Washington DC. https://ntrs.nasa.gov/api/citations/19790025269/downloads/19790025269.pdf.
    [24]
    Wilcox, D.C., 2006. Turbulence Modeling for CFD, Third Edition. DCW Industries, Studio City.
    [25]
    Yu, L.R., 2012. Flow and transport simulation of Madeira River using three depth-averaged two-equation turbulence closure models. Water Science and Engineering 5(1), 11−25. https://doi.org/10.3882/j.issn.1674-2370.2012.01.002.
    [26]
    Zeng, R., Li, S.S., 2022. Bistability of turbulent flow in open-channel expansion: Characterization and suppression. Physics of Fluids 34(6), 065106. https://doi.org/10.1063/5.0089093.
    [27]
    Zeng, R., Li, S.S., 2025. Effect of vanes in a channel transition on reducing turbulence and boundary shear stress. Journal of Hydraulic Engineering 151(5), 04025025. https://doi.org/10.1061/JHEND8.HYENG-14056.
    [28]
    Zheng, K., Yan, X., Wang, L., Zhang, H., Cao, Y., Guo, C., 2021. Turbulent effects of vortex generators on the separation of fine particles. Chemical Engineering Journal 418, 129373. https://doi.org/10.1016/j.cej.2021.129373.
    [29]
    Zheng, Y., Le, Q.T., Dao, M.H., Magee, A.R., 2019. Optimization of honeycomb shape for mitigation of flow deficit behind a separation wall. Applied Ocean Research 91, 101869. https://doi.org/10.1016/j.apor.2019.101869.
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