The effect of a curved bed on the discharge equation in a spillway with a breast wall

[1]  Z. Ahmad,et al.  Discharge characteristics of orifice spillway under oblique approach flow , 2014 .

[2]  Vito Ferro,et al.  New Stage-Discharge Relationships for Radial Gates , 2013 .

[3]  Majid Rahimpour,et al.  A discharge coefficient for a trapezoidal broad-crested side weir in subcritical flow , 2012 .

[4]  Hongwei Zhang,et al.  Hydraulic characteristics of converse curvature section and aerator in high-head and large discharge spillway tunnel , 2011 .

[5]  O. Castro-Orgaz Approximate modelling of 2D curvilinear open channel flows , 2010 .

[6]  Matahel Ansar,et al.  Closure of "Generalized Flow Rating Equations at Prototype Gated Spillways" , 2009 .

[7]  S. Dey,et al.  One-dimensional channel flow equations with curvature revisited , 2009 .

[8]  P. B. Deolalikar,et al.  Numerical investigation of the effects of sluice spillway roof profiles on the hydraulic characteristics , 2008 .

[9]  Shu-rong Feng,et al.  Hydraulic Characteristics of Partial Opening of the Working Gate for a Discharge Tunnel , 2007 .

[10]  T. Hosoda,et al.  Depth-Averaged Model of Open-Channel Flows over an Arbitrary 3D Surface and Its Applications to Analysis of Water Surface Profile , 2007 .

[11]  P. Archambeau,et al.  Depth-integrated flow modelling taking into account bottom curvature , 2006 .

[12]  Wei Ji,et al.  Hydraulic Characteristics of Water-Wings for the Middle-Pier of a Discharge Tunnel , 2006 .

[13]  Mahmood Javan,et al.  Dimensionless Stage–Discharge Relationship in Radial Gates , 2006 .

[14]  S. K. Mazumdar M.Ish,et al.  ORIFICE FLOW IN A GATED SPILLWAY , 1997 .