Three-dimensional modelling of flow in sharp open-channel bends with vanes

References

• Abad , J. D. , Rhoads , B. L. , Güneralp , I. and García , M. H. 2008 . Flow structure at different stages in a meander-bend with bendway weirs . J. Hydraulic Eng. , 134 ( 8 ) : 1052 – 1063 .
   Web of Science ®Google Scholar
• Barlow , J. B. , Rae , W. H. Jr. and Pope , A. 1999 . Low-speed wind tunnel testing , 3 , New York : Wiley .
   Google Scholar
• Bhuiyan , F. , Hey , R. D. and Wormleaton , P. R. 2010 . Bank-attached vanes for bank erosion control and restoration of river meanders . J. Hydraulic Eng. , 136 ( 9 ) : 583 – 596 .
   Web of Science ®Google Scholar
• Blanckaert , K. and Graf , W. H. 2001 . Mean flow and turbulence in open-channel bend . J. Hydraulic Eng. , 127 ( 10 ) : 835 – 847 .
   Web of Science ®Google Scholar
• Booij , R. 2003 . Measurements and large eddy simulations of the flows in some curved flumes . J. Turbulence , 4 ( 1 ) : 1 – 17 .
   Google Scholar
• Bradbrook , K. F. , Lane , S. N. , Biron , P. M. , Richards , K. S. and Roy , A. G. 2001 . Role of bed discordance at asymmetrical river confluences . J. Hydraulic Eng. , 127 ( 5 ) : 351 – 368 .
   Web of Science ®Google Scholar
• Cheng , G. C. and Farokhi , S. 1992 . On turbulent flows dominated by curvature effects . J. Fluids Eng. , 114 ( 1 ) : 52 – 57 .
   Web of Science ®Google Scholar
• Dargahi , B. 2004 . Three-dimensional flow modelling and sediment transport in the river Klarälven . Earth Surface Processes and Landforms , 29 ( 7 ) : 821 – 852 .
   Web of Science ®Google Scholar
• De Vriend , H. J. 1977 . A mathematical model of steady flow in curved shallow channels . J. Hydraulic Res. , 15 ( 1 ) : 37 – 54 .
   Web of Science ®Google Scholar
• Demuren , A. O. and Rodi , W. 1986 . Calculation of flow and pollutant dispersion in meandering channels . J. Fluid Mech. , 172 ( 11 ) : 65 – 92 .
   Google Scholar
• Derrick , D. L. , Pokrefke , T. J. , Boyd , M. B. , Crutchfield , J. P. and Henderson , R. R. 1994 . “ Design and development of bendway weirs for the dogtooth bend reach, Mississippi River ” . In Technical Rep HL-94-10. U.S. Army Corps of Engineers, Washington D.C
   Google Scholar
• Ferguson , R. I. , Parsons , D. R. , Lane , S. N. and Hardy , R. J. 2003 . Flow in meander bends with recirculation at the inner bank . Water Res. Res. , 39 ( 11 ) 1322 doi:10.1029/2003WR001965
   Web of Science ®Google Scholar
• Ferziger , J. H. and Peric , M. 2002 . Computational methods for fluid dynamics , Berlin : Springer .
   Google Scholar
• Fluent Inc . 2006 . FLUENT 6.3 User's guide. Lebanon NH
   Google Scholar
• Han , S. S . 2010 . “ Characteristics of flow around 90° open channel bends ” . In PhD thesis , Montreal, Quebec : Dept. of Building, Civil, and Environmental Engineering, Concordia University .
   Google Scholar
• Han , S. S. , Ramamurthy , A. S. and Biron , P. M. in press . Characteristics of flow around open channel 90° bends with vanes . J. Irr. Drain Eng ,
   Web of Science ®Google Scholar
• Hieu , P. D. and Tanimoto , K. 2006 . Verification of a VOF-based two-phase flow model for wave breaking and wave–structure interactions . Ocean Eng. , 33 ( 11-12 ) : 1565 – 1588 .
   Web of Science ®Google Scholar
• Hirt , C. W. and Nichols , B. D. 1981 . Volume of Fluid (VOF) method for dynamics of free boundaries . J. Comp. Physics , 39 ( 1 ) : 201 – 225 .
   Web of Science ®Google Scholar
• Hodskinson , A. 1996 . Computational fluid dynamics as a tool for investigating separated flow in river bends . Earth surface processes and landforms , 21 ( 11 ) : 993 – 1000 .
   Web of Science ®Google Scholar
• Huang , J , Lai , Y. G. and Patel , V. C. 2001 . Verification and validation of a 3-D numerical model for open-channel flows . Numerical Heat Transfer Part B , 40 ( 5 ) : 431 – 449 .
   Web of Science ®Google Scholar
• Jia , Y. , Scott , S. H. , Xu , Y. , Huang , S. and Wang , S. S.Y. 2005 . Three-dimensional numerical simulation and analysis of flows around a submerged weir in a channel bendway . J. Hydraulic Eng. , 131 ( 8 ) : 682 – 693 .
   Web of Science ®Google Scholar
• Kang , H. and Choi , S. 2006 . Reynolds stress modelling of rectangular open-channel flow . Intl. J. Num. Meth. Fluids , 51 ( 11 ) : 1319 – 1334 .
   Web of Science ®Google Scholar
• Khosronejad , A. , Rennie , C. D. , Neyshabouri , S. A.A.S. and Townsend , R. D. 2007 . 3D numerical modeling of flow and sediment transport in laboratory channel bends . J. Hydraulic Eng. , 133 ( 10 ) : 1123 – 1134 .
   Web of Science ®Google Scholar
• Launder , B. E. and Spalding , D. B. 1974 . Computational methods for turbulent flows . Comp. Meth. in Appl. Mech. Engng. , 3 ( 2 ) : 269 – 289 .
   Google Scholar
• Li , J. , Renardy , Y. Y. and Renardy , M. 2000 . Numerical simulation of breakup of a viscous drop in a simple shear flow through a volume-of-fluid method . Physics of Fluids , 12 ( 2 ) : 269 – 282 .
   Web of Science ®Google Scholar
• Luo , J. and Razinsky , E. H. 2009 . Analysis of turbulent flow in 180 deg turning ducts with and without guide vanes . J. Turbomachinery , 131 ( 2 ) 021011
   Web of Science ®Google Scholar
• Ma , L. , Ashworth , P. J. , Best , J. L. , Elliott , L. , Ingham , D. B. and Whitcombe , L. J. 2002 . Computational fluid dynamics and the physical modelling of an upland urban river . Geomorphology , 44 ( 3-4 ) : 375 – 391 .
   Web of Science ®Google Scholar
• Marriott , M. J. 28th IAHR Congress . Graz, Austria. The effect of overbank flow on the conveyance of the inbank zone in meandering compound channels , (CD-ROM)
   Google Scholar
• Meselhe , E. A. and Sotiropoulos , F. 2000 . Three-dimensional numerical model for open-channels with free-surface variations . J. Hydraulic Res. , 38 ( 2 ) : 115 – 121 .
   Web of Science ®Google Scholar
• Odgaard , A. J. and Kennedy , J. F. 1982 . “ Analysis of Sacramento River bend flows and development of a new method for bank protection ” . In Report 241. Iowa Inst. of Hydr. Res., Univ. of Iowa, Iowa City
   Google Scholar
• Odgaard , A. J. and Spoljaric , A. 1986 . Sediment control by submerged vanes . J. Hydraulic Eng. , 112 ( 12 ) : 1164 – 1181 .
   Web of Science ®Google Scholar
• Odgaard , A. J. and Spoljaric , A. 1989 . “ Sediment control by submerged vanes ” . In River meandering Water Resources Monograph 12, 127–151, S. Ikeda, G. Parker, eds. American Geophysical Union
   Google Scholar
• Odgaard , A. J. and Wang , Y. 1991a . Sediment management with submerged vanes 1: Theory . J. Hydraulic Eng. , 117 ( 3 ) : 267 – 283 .
   Web of Science ®Google Scholar
• Odgaard , A. J. and Wang , Y. 1991b . Sediment management with submerged vanes 2: Applications . J. Hydraulic Eng. , 117 ( 3 ) : 284 – 302 .
   Web of Science ®Google Scholar
• Ouillon , S. and Dartus , D. 1997 . Three-dimensional computation of flow around groyne . J. Hydraulic Eng. , 123 ( 11 ) : 962 – 970 .
   Web of Science ®Google Scholar
• Pezzinga , G. 1994 . Velocity distribution in compound channel flows by numerical modeling . J. Hydraulic Eng. , 120 ( 10 ) : 1176 – 1198 .
   Web of Science ®Google Scholar
• Przedwojski , B. , Blazejewski , R. and Pilarczyk , K. W. 1995 . River training techniques , Rotterdam, NL : Balkema .
   Google Scholar
• Ramamurthy , A. S. , Qu , J. and Vo , D. 2006 . VOF model for simulation of a free overfall in trapezoidal channels . J. Irr. Drain. Eng. , 132 ( 4 ) : 425 – 428 .
   Web of Science ®Google Scholar
• Reinauer , R. and Hager , W. H. 1997 . Supercritical bend flow . J. Hydraulic Eng. , 123 ( 3 ) : 208 – 218 .
   Web of Science ®Google Scholar
• Roca , M. , Martin Vide , J. P. and Blanckaert , K. 2007 . Reduction of bend scour by an outer bank footing: Footing design and bed topography . J. Hydraulic Eng. , 133 ( 2 ) : 139 – 147 .
   Web of Science ®Google Scholar
• Sahlin , A. and Johansson , A. V. 1991 . Design of guide vanes for minimizing the pressure loss in sharp bends . Physics of Fluids A , 3 ( 8 ) : 1934 – 1940 .
   Web of Science ®Google Scholar
• Sturm , T. W. 2001 . Open channel hydraulics , New York : McGraw-Hill .
   Google Scholar
• Sudo , K. , Sumida , M. and Hibara , H. 2001 . Experimental investigation on turbulent flow in a square-sectioned 90° bend . Experiments in Fluids , 30 ( 3 ) : 246 – 252 .
   Web of Science ®Google Scholar
• Sun , D. L. and Tao , W. Q. 2010 . A coupled volume-of-fluid and level set (VOSET) method for computing incompressible two-phase flows . Intl. J. Heat and Mass Transfer , 53 ( 4 ) : 645 – 655 .
   Web of Science ®Google Scholar
• Sussman , M. and Puckett , E. G. 2000 . A coupled level set and volume-of-fluid method for computing 3D and axisymmetric incompressible two-phase flows . J. Comput. Phys. , 162 ( 2 ) : 301 – 337 .
   Web of Science ®Google Scholar
• Taha , T. and Cui , Z. F. 2002 . CFD modelling of gas-sparged ultrafiltration in tubular membranes . J. Membrane Science , 210 ( 1 ) : 13 – 27 .
   Web of Science ®Google Scholar
• Tominaga , A. and Nagao , M. 2000 . “ Secondary flow structure in bends of narrow open channels with various cross sections. 4th Intl. Conf ” . In Hydro-science and engineering Seoul (CD-Rom)
   Google Scholar
• van Balen , W. , Uijttewaal , W. S.J. and Blanckaert , K. 2009 . Large-eddy simulation of a mildly curved open-channel flow . J. Fluid Mech. , 630 : 413 – 442 .
   Web of Science ®Google Scholar
• Wilson , C. A.M.E. , Boxall , J. B. , Guymer , I. and Olsen , N. R.B. 2003 . Validation of a three-dimensional numerical code in the simulation of pseudo-natural meandering flows . J. Hydraulic Eng. , 129 ( 10 ) : 758 – 768 .
   Web of Science ®Google Scholar
• Wu , W. , Rodi , W. and Wenka , T. 2000 . 3D modeling of flow and sediment transport in open channels . J. Hydraulic Eng. , 126 ( 1 ) : 4 – 15 .
   Web of Science ®Google Scholar
• Zeng , J. , Constantinescu , G. and Weber , L. 2008a . A 3D non-hydrostatic model to predict flow and sediment transport in loose-bed channel bends . J. Hydraulic Res. , 46 ( 3 ) : 356 – 372 .
   Web of Science ®Google Scholar
• Zeng , J. , Constantinescu , G. , Blanckaert , K. and Weber , L. 2008b . Flow and bathymetry in sharp open-channel bends: Experiments and predictions . Water Res. Res. , 44 ( 9 ) W09401, doi:10.1029/2007WR006303
   Web of Science ®Google Scholar
• Zeng , J. , Constantinescu , G. and Weber , L. 2010 . 3D calculations of equilibrium conditions in loose-bed open channels with significant suspended sediment load . J. Hydraulic Eng. , 136 ( 9 ) : 557 – 571 .
   Web of Science ®Google Scholar