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Analysis of time-averaged secondary flow cells in wide and narrow straight open channels with lateral bed deformation

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The usual cellular pattern of the time averaged secondary flow circulation in the central section of wide open channels shows a distorted (laterally or vertically) structure due to the changes in bed configurations along lateral direction. The structures of these secondary circulations (under different bed configurations) are crucial for different types of hydraulic modeling. This study presents mathematical models of the time averaged secondary velocities (lateral and vertical components) for a turbulence-induced secondary current at the central section of a wide open-channel flow under different types of elevated and non-elevated bed conditions. Starting with the Reynolds Averaged Navier-Stokes equation and using the continuity equation, at first the governing equation of secondary flow velocity is obtained including the effects of the eddy viscosity and viscosity of the fluid. The model equations is solved using a separation of the variable technique imposing the bed perturbation condition. Full analytical solutions are achieved through mathematical analysis using suitable boundary conditions consistent with experimental observations. Initially the models are derived for a non-elevated bedforms comprised of alternating equal widths of smooth and rough bed strips. These models are modified further for bedforms with unequal widths of rough and smooth bed strips and elevated periodic bed structures. Four different types of elevated bed configurations are investigated and a general approach is suggested for other types of bed forms. All the proposed models are validated with existing experimental results to ensure the applicability and in each cases, improved results are observed. Obtained results show that the centre of circulation of the cellular structure occurs above the junction of the rough and smooth bed strips (consistent with experimental observations) and it gradually shifts towards the smooth strip, when the length of the rough bed strip is increased. The shifting as a function shows a non-linear pattern with the length of the rough bed strip. A least-square model is proposed to identify the circulation center as a function of the ratio of rough to smooth bed strips. It is also found that the vertically distorted secondary cells are generated when the bed slope strictly increase/decrease throughout the length of the one whole circulation. Finally, all the proposed models are compared with an existing model and an error analysis is done. Results of error analysis show that the present study can be more suitable as it yields improved results.
Rocznik
Strony
169--211
Opis fizyczny
Bibliogr. 35 poz., rys., tab., wykr.
Twórcy
  • Department of Mathematics, NIT Jamshedpur, Jharkhand-831014, India
autor
  • Department of Mathematics, NIT Jamshedpur, Jharkhand-831014, India
Bibliografia
  • 1. L. Prandtl, Essentials of Fluid Mechanics, Blackie & Son Ltd, London and Glasgow, 1952.
  • 2. I. Nezu, W. Rodi, Experimental study on secondary currents in open channel flow, [in:] 21th IAHR Congress, IAHR, Melbourne, pp. 115–119, 1985.
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  • 4. I. Nezu, H. Nakagawa, Turbulence in Open-Channel Flows, IAHR Monograph, Balkema, Rotterdam, The Netherlands, 1993.
  • 5. Z. Wang, N. Cheng, Time-mean structure of secondary flows in open channel with longitudinal bedforms, Advances in Water Resources, 29, 1634–1649, 2006.
  • 6. V.T. Chow, Open-Channel Hydraulics, Civil Engineering Series, McGraw-Hill, 1959.
  • 7. F. Stearns, On the current meter, together with a reason why the maximum velocity of water flowing in open channel is below the surface, Transactions of ASCE, 12, 331–338, 1983.
  • 8. J. Francis, On the cause of the maximum velocity of water flowing in open channels being below the surface, Transactions of ASCE, 7, 109–113, 1878.
  • 9. A. Gibson, On the depression of the filament of maximum velocity in a stream flowing through an open channel, Proceedings of the Royal Society A, Mathematical and Physical Sciences, 82, 149–159, 1909.
  • 10. J. Thomson, On the origin of windings of rivers in alluvial plains, with remarks on the flow of water round bends in pipes, Proceedings of the Royal Society of London, 25, 5–8, 1876.
  • 11. D. Naot, W. Rodi, Calculation of secondary currents in channel flow, Journal of Hydraulic Division, 108, 948–968, 1982.
  • 12. F. Gessner, The origin of secondary flow in turbulent flow along a corner, Journal of Fluid Mechanics, 58, 1–25, 1973.
  • 13. Z. Wang, N. Cheng, Time-mean structure of secondary flows in open channel with longitudinal bedforms, Advances in Water Resources, 29, 1634–1649, 2006.
  • 14. Z. Wang, N. Cheng, Secondary flows over artificial bed strips, Advances in Water Resources, 28, 441–450, 2005.
  • 15. I. Nezu, H. Nakagawa, Cellular secondary currents in straight conduit, Journal of Hydraulic Engineering, 110, 173–193, 1984.
  • 16. V. Vanoni, Transportation of suspended sediment by running water, Transactions of ASCE, 111, 67–133, 1946.
  • 17. J. Coleman, Brahmaputra river; channel process and sedimentation, Sedimentary Geology, 3, 129–239, 1969.
  • 18. R. Kinoshita, An analysis of the movement of flood waters by aerial photography; concerning characteristics of turbulence and surface, Photographic Surveying, 6, 1–17, 1967 [in Japanese].
  • 19. S. Yang, S. Tan, S. Lim,Velocity distribution and dip-phenomenon in smooth uniform open channel flows, Journal of Hydraulic Engineering, 130, 1179–1186, 2004.
  • 20. S.Q. Yang, Interactions of boundary shear stress, secondary currents and velocity, Fluid Dynamics Research, 36, 121–136, 2005.
  • 21. S. Kundu, K. Ghoshal, An analytical model for velocity distribution and dip-phenomenon in uniform open channel flows, International Journal of Fluid Mechanics Research, 39, 381–395, 2012.
  • 22. S. Mohan, S. Kundu, K. Ghoshal, J. Kumar, Numerical study on two dimensional distribution of streamwise velocity in open channel turbulent flows with secondary current effect, Archieves of Mechanics, 73, 175–200, 2021.
  • 23. T. Ohmoto, Z. Cui, R. Hirakawa, Effects of secondary currents on suspended sediment transport in an open channel flow, [in:] G. Jirka, W. Uijttewaal [eds.], International Symposium on Shallow Flows, Delft, Netherlands, pp. 511–516, 2004.
  • 24. A. Soualmia, S. Zaouali, C. Labiod, Modeling of secondary motions driven by the turbulence anisotropy in closed and open channels, Lebanese Science Journal, 9, 75–89, 2008.
  • 25. K. Ghoshal, R. Mazumder, C. Chakraborty, B. Mazumder, Turbulence, suspension and downstream fining over a sand-gravel mixture bed, International Journal of Sediment Research, 28, 194–209, 2013.
  • 26. S. Kundu, T. Chattopadhyay, J.H. Pu, Analytical models of mean secondary velocities and stream functions under different bed-roughness configurations in wide open-channel turbulent flows, Environmental Fluid Mechanics, 22, 169–188, 2022.
  • 27. S. Kundu, T. Chattopadhyay, Analysis and validation of mathematical models of secondary velocities along vertical and transverse directions in wide open-channel turbulent flows, Fluid Dynamics Research, 54, 1–31, 2022.
  • 28. J. Hinze, Turbulence, McGraw-Hill, New York, 1975.
  • 29. J. Guo, Self-similarity of mean flow in pipe turbulence, in: 36th AIAA Fluid Dynamics Conferences and Exhibit, AIAA paper 2885, San Francisco, CA, 2006.
  • 30. S. Kundu, Theoretical study on velocity and suspension concentration in turbulent flow, Ph.D. Thesis, Indian Institute of Technology Kharagpur, West Bengal, India, 2015.
  • 31. N. Patel, J. Shahi, J. Guo, Applications of second log-wake law for turbulent velocity distributions in laboratory flumes and natural rivers, Journal of Hydraulic Engineering, 147, 1–8, 2021.
  • 32. S.Q. Yang, S.K. Tan, X.K. Wang, Mechanism of secondary currents in open channel flows, Journal Of Geophysical Research, 117, 1–13, 2012.
  • 33. X. Studerus, Sekundärströmungen im offenen gerrinne über rauhen längsstreifen, Ph.D. Thesis, Institut fur Hydromechanik und Wasserwirtschaft, ETH, Zürich, Switzerland, 1982.
  • 34. J. Guo, P.Y. Julien, Shear stress in smooth rectangular open-channel flows, Journal of Hydraulic Engineering, 131, 30–37, 2005.
  • 35. N.E. Kotsovinos, Secondary currents in straight wide channels, Applied Mathematics Modelling, 12, 22–24, 1988.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-11375950-36d1-4f86-b7cb-2db6c9882d9d
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