Open Access
EPJ Web of Conferences
Volume 92, 2015
EFM14 – Experimental Fluid Mechanics 2014
Article Number 02102
Number of page(s) 5
Section Contributions
Published online 06 May 2015
  1. Hinge G.A., Balkrishna S., Khare K.C., Improved Design of Stilling Basin for Deficient Tail Water, J. Basic. Appl. Sci. Res., 31–32, 1(1), (2010)
  2. Hadi A., Navid N.O., Sharp-Crested Weir Discharge Coefficient, Sci. pub-n, J. Civil Eng. Urban., 87–91, 3(3), (2011)
  3. Emad Abdul Gabbar Al Babely, Behaviour of the discharge coefficient for the Overflow characteristics of oblique circular weirs, Tikrit J.Eng. Sci., 55–64, V 19, №4, (2012)
  4. Instruction manual, Hydraulic flow demonstrator (Closed and Open Channel Flow), Armfield, S16, Issue 3, England, 89–91, (2011)
  5. I.V. Bukreyev, Ondulyarnyi pryzhok pri obtekanii otkrytym potokom poroga v kanale (hydraulic jump flowing over open sill in channel). Appl. Mech. and Tech. Phys., Tomsk, 42, №4, (2001)