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Development and validation of a Lagrangian method for 3D turbulent flows with curvilinear free-surface

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Abstract

A numerical model was developed based on a moving grid method for simulating three-dimensional turbulent flows affected by curvilinear free surface. Reynolds-Averaged Navier–Stokes equations with the k–ε turbulence model were solved in non-orthogonal curvilinear coordinates. In the free surface, the kinematic boundary condition was implicitly imposed in the pressure Poisson equation derived from the momentum and continuity equations. The water surface elevation was calculated at each time step without solving additional equations. The developed numerical model was validated using the experimental data of the strongly curved channels and submerged hydraulic jump. The numerical simulation of the flow field and free surface elevation in all cases were compared with the experimental results. The agreement between the simulated and measured results was satisfactory for three-dimensional turbulent flows in the strongly curved channels and submerged hydraulic jump. The secondary flow and dip phenomena were correctly simulated in strongly curved channels. This numerical model could accurately predict steep water surface gradients in a submerged hydraulic jump. The reasonable results of the numerical simulation demonstrate the capability of the presented Lagrangian method in hydraulic engineering applications. This model provides a suitable method for simulating the free surface in engineering and environmental problems.

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References

  1. Khosronejad A, Rennie CD, Salehi Neyshabouri SA, Townsend RD (2007) 3D numerical modeling of flow and sediment transport in laboratory channel bends. J Hydraul Eng 133(10):1123–1134

    Article  Google Scholar 

  2. Zeng J, Constantinescu G, Weber L (2008) A 3D non-hydrostatic model to predict flow and sediment transport in loose-bed channel bends. J Hydraul Res 46(3):356–372

    Article  Google Scholar 

  3. Stoesser T, Ruether N, Olsen NR (2010) Calculation of primary and secondary flow and boundary shear stresses in a meandering channel. Adv Water Resour 33(2):158–170

    Article  Google Scholar 

  4. Van Balen W, Blanckaert K, Uijttewaal WS (2010) Analysis of the role of turbulence in curved open-channel flow at different water depths by means of experiments, LES and RANS. J Turbul 11(12):1–34

    Google Scholar 

  5. Van Balen W, Uijttewaal WS, Blanckaert K (2010) Large-eddy simulation of a curved open-channel flow over topography. Phys Fluids 22:075108

    Article  Google Scholar 

  6. Constantinescu G, Koken M, Zeng J (2011) The structure of turbulent flow in an open channel bend of strong curvature with deformed bed: insight provided by detached eddy simulation. Water Resour Res 47:W05515

    Google Scholar 

  7. Ramamurthy AS, Han SS, Biron PM (2012) Three-dimensional simulation parameters for 90 open channel bend flows. J Comput Civ Eng 27(3):282–291

    Article  Google Scholar 

  8. Constantinescu G, Kashyap S, Tokyay T, Rennie CD, Townsend RD (2013) Hydrodynamic processes and sediment erosion mechanisms in an open channel bend of strong curvature with deformed bathymetry. J Geophys Res: Earth Surf 118(2):480–496

    Article  Google Scholar 

  9. Monismith SG, Fong DA (2004) A note on the potential transport of scalars and organisms by surface waves. Limnol Oceanogr 49(4):1214–1217

    Article  Google Scholar 

  10. Long D, Steffler PM, Rajaratnam N (1991) A numerical study of submerged hydraulic jumps. J Hydraul Res 29(3):293–308

    Article  Google Scholar 

  11. Shi J, Thomas TG, Williams JJ (1999) Development of a large-eddy simulation open channel code. Int J Numer Methods Heat Fluid Flow 9(1):6–17

    Article  Google Scholar 

  12. Hase M, Weigand B (2004) Transient heat transfer of deforming droplets at high Reynolds numbers. Int J Numer Methods Heat Fluid Flow 14(1):85–97

    Article  Google Scholar 

  13. Patel T, Gill L (2006) Volume of fluid model applied to curved open channel flows. Adv Fluid Mech VI 52:361–369

    Article  Google Scholar 

  14. Feng LH, QF JI (2008) Numerical simulation for flow in channel bend using different turbulence models. J Irrig Drain 26(2):55–57

    Google Scholar 

  15. Carvalho RF, Lemos CM, Ramos CM (2008) Numerical computation of the flow in hydraulic jump stilling basins. J Hydraul Res 46(6):739–752

    Article  Google Scholar 

  16. Shekari Y, Javan M, Eghbalzadeh A (2014) Three-dimensional numerical study of submerged hydraulic jumps. Arab J Sci Eng 39(10):6969–6981

    Article  Google Scholar 

  17. Zhang S, Yanke JR, Johnson D, Krane JMM (2014) Modeling defects in castings using a volume of fluid method. Int J Numer Methods Heat Fluid Flow 24(2):468–482

    Article  Google Scholar 

  18. Pan D, Chang CH (2000) The capturing of free surfaces in incompressible multi-fluid flows. Int J Numer Methods Fluids 33(2):203–222

    Article  Google Scholar 

  19. Hodges BR, Street RL (1999) On simulation of turbulent nonlinear free-surface flows. J Comput Phys 151(2):425–457

    Article  Google Scholar 

  20. Shibata K, Koshizuka S (2007) Numerical analysis of shipping water impact on a deck using a particle method. Ocean Eng 34(3):585–593

    Article  Google Scholar 

  21. Shyy W, Udaykumar HS, Rao MM, Smith RW (2012) Computational fluid dynamics with moving boundaries. Courier Corporation

  22. Ye J, McCorquodale JA (1998) Simulation of curved open channel flows by 3D hydrodynamic model. J Hydraul Eng 124(7):687–698

    Article  Google Scholar 

  23. Wu W, Rodi W, Wenka T (2000) 3D numerical modeling of flow and sediment transport in open channels. J Hydraul Eng 126(1):4–15

    Article  Google Scholar 

  24. Huang J, Weber LJ, Lai YG (2002) Three-dimensional numerical study of flows in open-channel junctions. J Hydraul Eng 128(3):268–280

    Article  Google Scholar 

  25. Lin P, Li CW (2002) A σ-coordinate three-dimensional numerical model for surface wave propagation. Int J Numer Methods Fluids 38(11):1045–1068

    Article  Google Scholar 

  26. Xiaohui S, Li CW (2002) Large eddy simulation of free surface turbulent flow in partly vegetated open channels. Int J Numer Methods Fluids 39(10):919–937

    Article  Google Scholar 

  27. Lu WZ, Zhang WS, Cui CZ, Leung AY (2004) A numerical analysis of free-surface flow in curved open channel with velocity–pressure-free-surface correction. Comput Mech 33(3):215–224

    Article  Google Scholar 

  28. Zhang ML, Shen YM (2008) Three-dimensional simulation of meandering river based on 3-D RNG κ–ε turbulence model. J Hydrodyn Ser. B 20(4):448–455

    Article  Google Scholar 

  29. Zhang T, Xu WL, Chao WU (2009) Effect of discharge ratio on flow characteristics in 90° equal-width open-channel junction. J Hydrodyn Ser. B 21(4):541–549

    Article  Google Scholar 

  30. Zhang ML, Li CW, Shen YM (2010) A 3D non-linear k–ε turbulent model for prediction of flow and mass transport in channel with vegetation. Appl Math Model 34(4):1021–1031

    Article  Google Scholar 

  31. Zeng C, Li CW (2010) A hybrid RANS-LES model for combining flows in open-channel T-junctions. J Hydrodyn Ser. B 22(5):154–159

    Article  Google Scholar 

  32. Li CW, Xie JF (2011) Numerical modeling of free surface flow over submerged and highly flexible vegetation. Adv Water Resour 34(4):468–477

    Article  Google Scholar 

  33. Javan M, Namin MM, Salehi Neyshabouri SAA (2007) A time-splitting method on a nonstaggered grid in curvilinear coordinates for implicit simulation of non-hydrostatic free surface flows. Can J Civ Eng 34:99–106

    Article  Google Scholar 

  34. Javan M, Eghbalzadeh A, Montazeri Namin M (2013) Numerical simulation of free surface in the case of plane turbulent wall jets in shallow tailwater. Civ Eng Infrastruct J 46(2):189–198

    Google Scholar 

  35. Javan M, Eghbalzadeh A (2013) 2D numerical simulation of submerged hydraulic jumps. Appl Math Model 37:6661–6669

    Article  Google Scholar 

  36. Launder BE, Spalding DB (1974) The numerical computation of turbulent flows. Comput Methods Appl Mech Eng 3(2):269–289

    Article  Google Scholar 

  37. Patankar SV (1980) Numerical heat transfer and fluid flow. Hemisphere, New York

    Google Scholar 

  38. Chorine AJ (1967) A numerical method for solving incompressible viscous flow problems. J Comput Phys 135(2):118–125

    Article  Google Scholar 

  39. Kim J, Moin P (1985) Application of a fractional-step method to incompressible Navier–Stokes equations. J Comput Phys 59(2):308–323

    Article  Google Scholar 

  40. Zang Y, Street RL, Koseff JR (1994) A non-staggered grid, fractional step method for time-dependent incompressible Navier–Stokes equations in curvilinear coordinates. J Comput Phys 114(1):18–33

    Article  Google Scholar 

  41. Drikakis D, Iliev OP, Vassileva DP (1998) A nonlinear multigrid method for the three-dimensional incompressible Navier–Stokes equations. J Comput Phys 146(1):301–321

    Article  Google Scholar 

  42. Savitzky A, Golay MJ (1964) Smoothing and differentiation of data by simplified least squares procedures. Anal Chem 36(8):1627–1639

    Article  Google Scholar 

  43. Versteeg HK, Malalasekera W (1995) An introduction to computational fluid dynamics. Harlow, England

    Google Scholar 

  44. Chen HC, Patel VC (1988) Near-wall turbulence models for complex flows including separation. AIAA journal 26(6):641–648

    Article  Google Scholar 

  45. Blanckaert K, De Vriend HJ (2004) Secondary flow in sharp open-channel bends. J Fluid Mech 498:353–380

    Article  Google Scholar 

  46. Han SS, Ramamurthy AS, Biron PM (2011) Characteristics of flow around open channel 90 bends with vanes. J Irrig Drain Eng 137(10):668–676

    Article  Google Scholar 

  47. Mosonyi E, Gotz W (1973) Secondary currents in subsequent model bends. Int Symp River Mech 1:191–201

    Google Scholar 

  48. Engineers UACO (1994) Engineering and design-hydraulic design of flood control channels. Engineer manual. USACE, Washington

    Google Scholar 

  49. Shukry A (1950) Flow around bends in an open flume. Trans Am Soc Civ Eng 115:751–779

    Google Scholar 

  50. Blanckaert K (2009) Saturation of curvature induced secondary flow, energy losses, and turbulence in sharp open channel bends: Laboratory experiments, analysis, and modeling. J Geophys Res: Earth Surf 114 (F3)

  51. Nezu I, Tominaga A, Nakagawa H (1993) Field measurements of secondary currents in straight rivers. J Hydraul Eng 119(5):598–614

    Article  Google Scholar 

  52. Humphrey JA, Pourahmadi F (1983) Prediction of curved channel flow with an extended k-epsilon model of turbulence. AIAA journal 21(10):1365–1373

    Article  Google Scholar 

  53. Monson D, Seegmiller H, McConnaughey P (1990) Comparison of experiment with calculations using curvature-correctedzero and two equation turbulence models for a two-dimensional U-duct. In 21st Fluid Dynamics, Plasma Dynamics and Lasers Conference:1484

  54. Rumsey CL, Gatski TB, Morrison JH (2000) Turbulence model predictions of strongly curved flow in a U-duct. AIAA journal 38(8):1394–1402

    Article  Google Scholar 

  55. Stearns FP (1883) On the currentmeter together with a reason why the maximum velocity of flowing in open channels is below the surface. Trans of ASCE 12:331–338

    Google Scholar 

  56. Nezu I, Rodi W (1986) Open-channel flow measurements with a laser Doppler anemometer. J Hydraul Eng 112(5):335–355

    Article  Google Scholar 

Download references

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Correspondence to Mitra Javan.

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Javan, M., Mahmodinia, S. & Hasani, H. Development and validation of a Lagrangian method for 3D turbulent flows with curvilinear free-surface. Environ Fluid Mech 17, 1153–1170 (2017). https://doi.org/10.1007/s10652-017-9541-0

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  • DOI: https://doi.org/10.1007/s10652-017-9541-0

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