Characteristics of Flow around Open Channel 90° Bends with Vanes

Sharp open-channel bends are commonly encountered in hydraulic engineering design. Disturbances such as secondary flows and flow separation caused by the bend may persist for considerable distances in the downstream channel. A simple way of reducing these disturbances is through the insertion of vertical vanes in the bend section. A laser Doppler anemometry (LDA) unit was used to measure the three-dimensional mean and turbulent velocity components of flow in an experimental rectangular open-channel bend. Flow characteristics of the bend with no vanes are compared with those of bends having one or three vertical vanes. The size of the flow separation zone at the inner wall of the bend was determined from dye visualization data and confirmed with mean streamwise velocity data. Results show that the vertical vanes are effective in considerably reducing flow separation, intensity of secondary flows, and turbulence energy in the downstream channel. Furthermore, energy loss for bends with vanes is slightly less...

[1]  Yalin Wang,et al.  Sediment Management with Submerged Vanes , 1990 .

[2]  A. Johansson,et al.  Design of guide vanes for minimizing the pressure loss in sharp bends , 1991 .

[3]  A. Jacob Odgaard,et al.  River‐Meander Model. II: Applications , 1989 .

[4]  David L. Derrick Harland Creek Bendway Weir/Willow Post Bank Stabilization Demonstration Project , 1995 .

[5]  A. Jacob Odgaard,et al.  River-Meander Model: I. Development , 1989 .

[6]  P. Drinker,et al.  Boundary Shear Stresses in Curved Trapezoidal Channels , 1961 .

[7]  H. J. De Vriend,et al.  COMPUTATION OF THE FLOW IN SHALLOW RIVER BENDS , 1980 .

[8]  Te Chow Ven Open-channel hydraulics / Ven Te Chow , 1973 .

[9]  Jiang Luo,et al.  Analysis of Turbulent Flow in 180 deg Turning Ducts With and Without Guide Vanes , 2009 .

[10]  Yafei Jia,et al.  Three-Dimensional Numerical Simulation and Analysis of Flows around a Submerged Weir in a Channel Bendway , 2005 .

[11]  W. Dietrich,et al.  Influence of the point bar on flow through curved channels , 1983 .

[12]  A. Shukhry Flow Around Bends in an Open Flume , 1950 .

[13]  Drew C. Baird,et al.  Effects of Bendway Weir Characteristics on Resulting Flow Conditions , 2005 .

[14]  A. Odgaard,et al.  Sediment management with submerged vanes. II: Applications , 1991 .

[15]  George Constantinescu,et al.  A 3D non-hydrostatic model to predict flow and sediment transport in loose-bed channel bends , 2008 .

[16]  Amruthur S. Ramamurthy,et al.  Three-dimensional modelling of flow in sharp open-channel bends with vanes , 2011 .

[17]  U. Lemmin,et al.  Means of noise reduction in acoustic turbulence measurements , 2006 .

[18]  H. J. De Vriend,et al.  A Mathematical Model Of Steady Flow In Curved Shallow Channels , 1977 .

[19]  B. Rhoads,et al.  Flow Structure at Different Stages in a Meander-Bend with Bendway Weirs , 2008 .

[20]  V. C. Patel,et al.  Assessment of PIV to measure mean velocity and turbulence in open-channel flow , 2003 .

[21]  Anita Spoljaric,et al.  Sediment Control by Submerged Vanes , 1986 .

[22]  John F. Kennedy,et al.  River-Bend Bank Protection by Submerged Vanes , 1983 .

[23]  Koen Jacques Ferdinand Blanckaert,et al.  Reduction of bend scour by an outer bank footing: Flow field and turbulence , 2009 .

[24]  Willi H. Hager,et al.  SUPERCRITICAL BEND FLOW , 1997 .

[25]  M. Sumida,et al.  Experimental investigation on turbulent flow in a square-sectioned 90-degree bend , 1998 .

[26]  Koen Jacques Ferdinand Blanckaert,et al.  Mean Flow and Turbulence in Open-Channel Bend , 2001 .

[27]  V. T. Chow Open-channel hydraulics , 1959 .

[28]  Anita Spoljaric,et al.  Sediment Control by Submerged Vanes. Design Basis , 2013 .

[29]  Roger E. A. Arndt,et al.  Hydrodynamic Design Considerations for Hydroacoustic Facilities: Part I—Flow Quality , 1994 .

[30]  H. D. Vriend,et al.  Secondary flow in sharp open-channel bends , 2004, Journal of Fluid Mechanics.

[31]  I. Nezu,et al.  Turbulence structure and coherent motion in meandering compound open-channel flows , 2009 .

[32]  K. Blanckaert Saturation of curvature‐induced secondary flow, energy losses, and turbulence in sharp open‐channel bends: Laboratory experiments, analysis, and modeling , 2009 .

[33]  Koen Jacques Ferdinand Blanckaert,et al.  Reduction of Bend Scour by an Outer Bank Footing: Footing Design and Bed Topography , 2007 .

[34]  Jiang Luo,et al.  Analysis of Turbulent Flow in 180° Turning Ducts With and Without Guide Vanes , 2007 .

[35]  Yinhi Wang,et al.  Sediment Management with Submerged Vanes. I: Theory , 1991 .

[36]  R. Booij,et al.  Measurements and large eddy simulations of the flows in some curved flumes , 2003 .

[37]  William H. Rae,et al.  Low-Speed Wind Tunnel Testing , 1966 .

[38]  H. D. Vriend Velocity redistribution in curved rectangular channels , 1981, Journal of Fluid Mechanics.