Reza Maghsoodi, Mohammad S. Roozgar, Hamed Sarkardeh, and Hazi M. Azamathulla


  1. [1] F. Dias, J.B. Keller, and J.M. Vanden-Broeck, Flows over rectangular weirs, Physics of Fluids, 31(8), 1988, 2071–2076.
  2. [2] Y. Jia, S. Scott, Y. Xu, S. Huang, and S.S.Y. Wang, Threedimensional numerical simulation and analysis of flows around a submerged weir in a channel bendway, Journal of Hydraulic Engineering, 131(8), 2005, 682–693.
  3. [3] M. Gö˘gü¸s, Z. Defne, and V. ¨Ozkandemir, Broad-crested weirs with rectangular compound cross sections, Journal of Irrigation and Drainage Engineering, 132(3), 2006, 272–280.
  4. [4] C. Xia and Y.C. Jin, Multilayer depth-averaged flow model with implicit interfaces, Journal of Hydraulic Engineering, 133(10), 2007, 1145–1154.
  5. [5] I.E. Abdalla, Z. Yang, and M. Cook, Computational analysis and flow structure of a transitional separated-reattached flow over a surface mounted obstacle and a forward-facing step, International Journal of Computational Fluid Dynamics, 23(1), 2008, 25–57.
  6. [6] O. Castro-Orgaz, J.V. Giráldez, and J.L. Ayuso, Critical flow over circular crested weirs, Journal of Hydraulic Engineering, 134(11), 2008, 1661–1664.
  7. [7] J.E. Sargison and A. Percy, Hydraulics of broad-crested weirs with varying side slopes, Journal of Irrigation and Drainage Engineering, 135(1), 2009, 115–118.
  8. [8] J. Yazdi, H. Sarkardeh, H.M. Azamathulla, and A.A. Ghani, 3D simulation of flow around a single spur dike with free-surface flow, International Journal of River Basin Management, 8(1), 2010, 55–62.
  9. [9] H. Rahimzadeh, J. Yazdi, and H. Sarkardeh, Validation of the volume of fluid method for free surface flow over a stepped spillway, Journal of Dam Engineering, 21(2), 2010, 171–183.
  10. [10] H. Rahimzadeh, R. Maghsoodi, H. Sarkardeh, and S. Tavakkol, Simulating flow over circular spillways by using different turbulence models, Journal of Engineering Applications of Computational Fluid Mechanics, 6(1), 2012, 100–109.
  11. [11] Y.T. Zerihun and J.D. Fenton, One-dimensional simulation model for steady transcritical free surface flows at short length transitions, Advances in Water Resources, 29, 2006, 1598–1607.
  12. [12] M.S. Kirkgoz, M.S. Akoz, and A.A. Oner, Experimental and theoretical analyses of two-dimensional flows upstream of broad-crested weirs, Canadian Journal of Civil Engineering, 35(9), 2008, 975–986.
  13. [13] B.E. Launder and D.B. Spalding, The numerical computation of turbulent flows, Journal of Computer Methods in Applied Mechanics and Engineering, 3(2), 1974, 269–289.
  14. [14] C.W. Hirt and B.D. Nichols, Volume of fluid methods for the dynamics of free boundaries, Journal of Computational Physics, 39, 1981, 201–225.
  15. [15] D.L. Young, Time-dependent multi-material flow with large fluid distortion, in K.W. Morton and M.J. Baines (eds.), Numerical methods for fluid dynamics (New York: Academic Press, 1982), 273–285.
  16. [16] Fluent Manual, Manual and user guide of Fluent software (Canonsburg, PA: Fluent Inc., 2005).
  17. [17] B. Dargahi, Experimental study and 3D numerical simulations for a free-overflow spillway, Journal of Hydraulic Engineering, 132(9), 2006, 899–908.

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