American Journal of Civil Engineering

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An Experimental Study of Shear Stress Distribution in a Compound Meandering Channel

Received: 20 May 2013    Accepted:     Published: 10 June 2013
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Abstract

Naturally river flow can be characterized as compound meandering channel in which the shear stress characteristics are quite intricate. Reliable investigation of shear stress distribution in a compound meandering channel is essential in solving a variety of river hydraulics and engineering problems, designing stable channels and bank protection, understanding the mechanism of sediment transport. A laboratory experiment has been conducted in a compound meandering channel with symmetric cross-sections having floodplain width ratio of 1, 1.67, 2.33, 3 and depth ratio of 0.20, 0.30, 0.35, 0.40 using the large-scale open air facility in the Department of Water Resources Engineering, Bangladesh University of Engineering and Technology (BUET), Dhaka, Bangladesh. Point velocity data have been collected using an ADV (Acoustic Doppler Velocity Meter) for different depth and width ratio at different locations of a compound meandering channel. Shear stress is calculated from the Prandtl-Von Karman Universal Velocity Distribution Law. The laboratory experimental investigation reveals that shear stress increases with the increase of depth and width ratio and low magnitude of boundary shear is observed in the outer bend as compare to the inner bend in a compound meandering channel.

DOI 10.11648/j.ajce.20130101.11
Published in American Journal of Civil Engineering (Volume 1, Issue 1, July 2013)
Page(s) 1-5
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This is an Open Access article, 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 or format, provided the original work is properly cited.

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Copyright © The Author(s), 2024. Published by Science Publishing Group

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Keywords

ADV, Depth Ratio, Flood plain, Meandering Channel, Shear Stress Distribution, Width Ratio

References
[1] Khatua, K.K., Patra, K.C., and Jha, R. (2009). "Apparent Shear Stress In A Compound Channel"HYDRO-2009, CWPRS.
[2] Ghosh, S. and Jena, S.B. (1971). "Boundary Shear Stress Distribution in Open Channel Compound." Proc. of Institute Civil Engineers, 49,417-430.
[3] Ghosh, S.N., and Kar, S.K. (1975). "River Flood Plain Interaction and Distribution of Boundary Shear in a Meander Channel with Flood Plain." Proceedings of the Institution of Civil Engineers, London, 59(2), 805-811.
[4] Knight, D. W. (1981). "Boundary Shear in Smooth and Rough Channels." Journal of Hydraulic Engineering, ASCE, 107(7), 839-851.
[5] Myers, W. R. C., and Elsawy, E. M. (1975). "Boundary Shear in Channel with Floodplain." Journal of Hydraulic Engineering, ASCE, 101(7), 933-946.
[6] Knight, D. W., and Hamed, M. E. (1984). "Boundary Shear in Symmetrical Compound Channels." Journal of Hydraulic Engineering, ASCE, 110(10), 1412-1430.
[7] Khatua, K. K., Patra, K. C., Sahoo, N. and Nayak, P. P. (2010). "Evaluation of Boundary Shear in a Meandering Channel." Proceedings of Ninth ICHE, IIT Madras,Chennai,India.
[8] Fares, Y. (1995). "Boundary Shear in Curved Channel with Side Overflow." Journal of Hydraulic Engineering, ASCE, 121(1), 2–14.
[9] Wright & Carstens (1970)."Linear momentum flux to over bank sections", Journal of Hydr. Division. ASCE, Vol.96, NoHY9, pp.1781-1793.
[10] Rhodes, D.G., Lamb, E.J., Chance, R.J., and Jones, B.S. (1991). "Automatic measurement of boundary shear stress and velocity distributions in duct flow". J. Hydr. Research, IAHR, 29(2): 189-197.
[11] Rhodes, D.G., and Knight, D.W. (1994). "Distribution of shear force on the boundary of a smooth rectangular duct". J. Hydr. Engrg., ASCE,120(7): 787-807.
[12] Patra, K. C., & Kar, S.K.,(2000) "Flow interaction of Meandering River with Flood plains "Journal of Hydr. Engineering, ASCE, Vol., 126, No.8, pp.593-603.
[13] Khatua, K. K., Patra, K. C. (2007). "Boundary shear stress distribution in meandering compound channel flow" Proceedings of the 5th Australian Stream Management Conference, Albury,NSW, Australia.
Author Information
  • Bangladesh Water Development Board, Dhaka, Bangladesh

  • Dept. of Water Resources Engineering, BUET, Dhaka, Bangladesh

  • RDRS, Dhaka, Bangladesh

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  • APA Style

    Abdullah Al Amin, S. M. Khan, Ashraf-ul-Islam. (2013). An Experimental Study of Shear Stress Distribution in a Compound Meandering Channel. American Journal of Civil Engineering, 1(1), 1-5. https://doi.org/10.11648/j.ajce.20130101.11

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    ACS Style

    Abdullah Al Amin; S. M. Khan; Ashraf-ul-Islam. An Experimental Study of Shear Stress Distribution in a Compound Meandering Channel. Am. J. Civ. Eng. 2013, 1(1), 1-5. doi: 10.11648/j.ajce.20130101.11

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    AMA Style

    Abdullah Al Amin, S. M. Khan, Ashraf-ul-Islam. An Experimental Study of Shear Stress Distribution in a Compound Meandering Channel. Am J Civ Eng. 2013;1(1):1-5. doi: 10.11648/j.ajce.20130101.11

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  • @article{10.11648/j.ajce.20130101.11,
      author = {Abdullah Al Amin and S. M. Khan and Ashraf-ul-Islam},
      title = {An Experimental Study of Shear Stress Distribution in a Compound Meandering Channel},
      journal = {American Journal of Civil Engineering},
      volume = {1},
      number = {1},
      pages = {1-5},
      doi = {10.11648/j.ajce.20130101.11},
      url = {https://doi.org/10.11648/j.ajce.20130101.11},
      eprint = {https://download.sciencepg.com/pdf/10.11648.j.ajce.20130101.11},
      abstract = {Naturally river flow can be characterized as compound meandering channel in which the shear stress characteristics are quite intricate. Reliable investigation of shear stress distribution in a compound meandering channel is essential in solving a variety of river hydraulics and engineering problems, designing stable channels and bank protection, understanding the mechanism of sediment transport. A laboratory experiment has been conducted in a compound meandering channel with symmetric cross-sections having floodplain width ratio of 1, 1.67, 2.33, 3 and depth ratio of 0.20, 0.30, 0.35, 0.40 using the large-scale open air facility in the Department of Water Resources Engineering, Bangladesh University of Engineering and Technology (BUET), Dhaka, Bangladesh. Point velocity data have been collected using an ADV (Acoustic Doppler Velocity Meter) for different depth and width ratio at different locations of a compound meandering channel. Shear stress is calculated from the Prandtl-Von Karman Universal Velocity Distribution Law. The laboratory experimental investigation reveals that shear stress increases with the increase of depth and width ratio and low magnitude of boundary shear is observed in the outer bend as compare to the inner bend in a compound meandering channel.},
     year = {2013}
    }
    

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    AU  - Abdullah Al Amin
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    AU  - Ashraf-ul-Islam
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    T2  - American Journal of Civil Engineering
    JF  - American Journal of Civil Engineering
    JO  - American Journal of Civil Engineering
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    AB  - Naturally river flow can be characterized as compound meandering channel in which the shear stress characteristics are quite intricate. Reliable investigation of shear stress distribution in a compound meandering channel is essential in solving a variety of river hydraulics and engineering problems, designing stable channels and bank protection, understanding the mechanism of sediment transport. A laboratory experiment has been conducted in a compound meandering channel with symmetric cross-sections having floodplain width ratio of 1, 1.67, 2.33, 3 and depth ratio of 0.20, 0.30, 0.35, 0.40 using the large-scale open air facility in the Department of Water Resources Engineering, Bangladesh University of Engineering and Technology (BUET), Dhaka, Bangladesh. Point velocity data have been collected using an ADV (Acoustic Doppler Velocity Meter) for different depth and width ratio at different locations of a compound meandering channel. Shear stress is calculated from the Prandtl-Von Karman Universal Velocity Distribution Law. The laboratory experimental investigation reveals that shear stress increases with the increase of depth and width ratio and low magnitude of boundary shear is observed in the outer bend as compare to the inner bend in a compound meandering channel.
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