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Volumn 138, Issue 12, 2012, Pages 1045-1059

Influence of channel aspect ratio and curvature on flow, secondary circulation, and bed shear stress in a rectangular channel bend

Author keywords

Alluvial channel bend; Bed shear stress; Bend erosion; Curvature ratio; Flow structure; Numerical modeling

Indexed keywords

ALLUVIAL CHANNELS; BED SHEAR STRESSS; CHANNEL ASPECT RATIOS; CURVATURE RATIO; EXPERIMENTAL DATUM; RECTANGULAR CHANNEL; REYNOLDS-AVERAGED NAVIER-STOKES; SECONDARY CIRCULATION;

EID: 84876702580     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HY.1943-7900.0000643     Document Type: Article
Times cited : (79)

References (45)
  • 1
    • 84876716724 scopus 로고    scopus 로고
    • ANSYS Inc.
    • ANSYS Inc. (2006). Gambit Release 2.4.6., ANSYS Inc.
    • (2006) Gambit Release 2.4.6
  • 3
    • 77954322148 scopus 로고    scopus 로고
    • Saturation of curvature-induced secondary flow, energy losses, and turbulence in sharp open-channel bends: Laboratory experiments, analysis and modeling
    • Blanckaert, K. (2009). "Saturation of curvature-induced secondary flow, energy losses, and turbulence in sharp open-channel bends: Laboratory experiments, analysis and modeling." J. Geophys. Res., 114(F3), F03015.
    • (2009) J. Geophys. Res. , vol.114 , Issue.F3
    • Blanckaert, K.1
  • 4
    • 77955600870 scopus 로고    scopus 로고
    • Topographic steering, flow recirculation, velocity redistribution and bed topography in sharp meander bends
    • Blanckaert, K. (2010). "Topographic steering, flow recirculation, velocity redistribution and bed topography in sharp meander bends." Water Resour. Res., 46(9), W09506.
    • (2010) Water Resour. Res. , vol.46 , Issue.9
    • Blanckaert, K.1
  • 5
    • 79551621038 scopus 로고    scopus 로고
    • Hydrodynamic processes in sharply-curved river bends and their morphological implications
    • Blanckaert, K. (2011). "Hydrodynamic processes in sharply-curved river bends and their morphological implications." J. Geophys. Res., 116(F1), F01003.
    • (2011) J. Geophys. Res. , vol.116 , Issue.F1
    • Blanckaert, K.1
  • 6
    • 1342332755 scopus 로고    scopus 로고
    • Secondary flow in sharp open-channel bends
    • Blanckaert, K., and de Vriend, H. J. (2004). "Secondary flow in sharp open-channel bends." J. Fluid Mech., 498(10), 353-380.
    • (2004) J. Fluid Mech. , vol.498 , Issue.10 , pp. 353-380
    • Blanckaert, K.1    de Vriend, H.J.2
  • 7
    • 20444386240 scopus 로고    scopus 로고
    • Turbulence characteristics in sharp open-channel bends
    • Blanckaert, K., and de Vriend, H. J. (2005). "Turbulence characteristics in sharp open-channel bends." Phys. Fluids, 17(5), 055102.
    • (2005) Phys. Fluids , vol.17 , Issue.5 , pp. 055102
    • Blanckaert, K.1    de Vriend, H.J.2
  • 8
    • 77956541722 scopus 로고    scopus 로고
    • Meander dynamics: A nonlinear model without curvature restrictions for flow in open-channel bends
    • Blanckaert, K., and de Vriend, H. J. (2010). "Meander dynamics: A nonlinear model without curvature restrictions for flow in open-channel bends." J. Geophys. Res., 115(F4), F04011.
    • (2010) J. Geophys. Res. , vol.115 , Issue.F4
    • Blanckaert, K.1    de Vriend, H.J.2
  • 9
    • 0035475234 scopus 로고    scopus 로고
    • Mean flow turbulence in open channel bend
    • Blanckaert, K., and Graf, W. H. (2001). "Mean flow turbulence in open channel bend." J. Hydraul. Eng., 127(10), 835-847.
    • (2001) J. Hydraul. Eng. , vol.127 , Issue.10 , pp. 835-847
    • Blanckaert, K.1    Graf, W.H.2
  • 10
    • 0026451491 scopus 로고
    • A revised model for water flow, sediment transport, bed topography and grain size sorting in natural river bends
    • Bridge, J. S. (1992). "A revised model for water flow, sediment transport, bed topography and grain size sorting in natural river bends." Water Resour. Res., 28(4), 999-1013.
    • (1992) Water Resour. Res. , vol.28 , Issue.4 , pp. 999-1013
    • Bridge, J.S.1
  • 11
    • 79957523445 scopus 로고    scopus 로고
    • The structure of turbulent flow in an open channel bend of strong curvature with deformed bed: Insight provided by detached eddy simulation
    • Constantinescu, G., Koken, M., and Zeng, J. (2011). "The structure of turbulent flow in an open channel bend of strong curvature with deformed bed: Insight provided by detached eddy simulation." Water Resour. Res., 47(5), W05515.
    • (2011) Water Resour. Res. , vol.47 , Issue.5
    • Constantinescu, G.1    Koken, M.2    Zeng, J.3
  • 12
    • 0023497324 scopus 로고
    • Mechanics of flow and sediment transport in river bends
    • ed Blackwell, Oxford, UK
    • Dietrich, W. E. (1987). "Mechanics of flow and sediment transport in river bends." River channels: Environment and process, K. S. Richards, ed., Blackwell, Oxford, UK, 179-227.
    • (1987) River channels: Environment and process, K. S. Richards , pp. 179-227
    • Dietrich, W.E.1
  • 13
    • 0020970564 scopus 로고
    • Influence of the point bar on flow through curved channels
    • Dietrich, W. E., and Smith, J. D. (1983). "Influence of the point bar on flow through curved channels." Water Resour. Res., 19(5), 1173-1192.
    • (1983) Water Resour. Res. , vol.19 , Issue.5 , pp. 1173-1192
    • Dietrich, W.E.1    Smith, J.D.2
  • 14
    • 0016004916 scopus 로고
    • Flow and bed topography in channel bends
    • Engelund, F. (1974). "Flow and bed topography in channel bends." J. Hydraul. Div. Am. Soc. Civ. Eng., 100(11), 1631-1648.
    • (1974) J. Hydraul. Div. Am. Soc. Civ. Eng. , vol.100 , Issue.11 , pp. 1631-1648
    • Engelund, F.1
  • 15
    • 84876729021 scopus 로고    scopus 로고
    • Fluent Release 6.3.26 [Computer software]. ANSYS, Inc., Canonsburg, PA
    • Fluent Release 6.3.26 [Computer software]. ANSYS, Inc., Canonsburg, PA.
  • 16
    • 0018030968 scopus 로고
    • Mean flow structure in meanders of the Squamish River, British Columbia
    • Hickin, E. J. (1978). "Mean flow structure in meanders of the Squamish River, British Columbia." Can. J. Earth Sci., 15(11), 1833-1849.
    • (1978) Can. J. Earth Sci. , vol.15 , Issue.11 , pp. 1833-1849
    • Hickin, E.J.1
  • 17
    • 0021642784 scopus 로고
    • Lateral migration rates of river bends
    • Hickin, E. J., and Nanson, G. C. (1984). "Lateral migration rates of river bends." J. Hydraul. Eng., 110(11), 1557-1567.
    • (1984) J. Hydraul. Eng. , vol.110 , Issue.11 , pp. 1557-1567
    • Hickin, E.J.1    Nanson, G.C.2
  • 18
    • 0019633371 scopus 로고
    • Bend theory of river meanders. Part 1. Linear development
    • Ikeda, S., Parker, G., and Sawai, K. (1981). "Bend theory of river meanders. Part 1. Linear development." J. Fluid Mech., 112, 363-377.
    • (1981) J. Fluid Mech. , vol.112 , pp. 363-377
    • Ikeda, S.1    Parker, G.2    Sawai, K.3
  • 19
    • 77954556991 scopus 로고    scopus 로고
    • Spatial variability of three dimensional Reynolds stresses in a developing channel bend
    • Jamieson, E., Post, G., and Rennie, C. D. (2010). "Spatial variability of three dimensional Reynolds stresses in a developing channel bend." Earth Surf. Process. Landforms, 35(9), 1029-1043.
    • (2010) Earth Surf. Process. Landforms , vol.35 , Issue.9 , pp. 1029-1043
    • Jamieson, E.1    Post, G.2    Rennie, C.D.3
  • 22
    • 34648858665 scopus 로고    scopus 로고
    • 3D numerical modeling of flow and sediment transport in laboratory channel bends
    • Khosronejad, A., Rennie, C., Neyshabouri, S., and Townsend, R. D. (2007). "3D numerical modeling of flow and sediment transport in laboratory channel bends." J. Hydraul. Eng., 133(10), 1123-1134.
    • (2007) J. Hydraul. Eng. , vol.133 , Issue.10 , pp. 1123-1134
    • Khosronejad, A.1    Rennie, C.2    Neyshabouri, S.3    Townsend, R.D.4
  • 23
    • 42449163070 scopus 로고    scopus 로고
    • Coherent structures in the flow field around a circular cylinder with scour hole
    • Kirkil, G., Constantinescu, S. G., and Ettema, R. (2008). "Coherent structures in the flow field around a circular cylinder with scour hole." J. Hydraul. Eng., 134(5), 572-587.
    • (2008) J. Hydraul. Eng. , vol.134 , Issue.5 , pp. 572-587
    • Kirkil, G.1    Constantinescu, S.G.2    Ettema, R.3
  • 24
    • 0017983307 scopus 로고
    • A depth-averaged mathematical model for the near field of the discharge into open-channel flow
    • McGuirk, J. J., and Rodi, W. (1978). "A depth-averaged mathematical model for the near field of the discharge into open-channel flow." J. Fluid Mech., 86(4), 761-781.
    • (1978) J. Fluid Mech. , vol.86 , Issue.4 , pp. 761-781
    • McGuirk, J.J.1    Rodi, W.2
  • 25
    • 0032675597 scopus 로고    scopus 로고
    • Grain and form resistance in gravel-bed rivers
    • Millar, R. G. (1999). "Grain and form resistance in gravel-bed rivers." J. Hydraul. Res., 37(3), 303-312.
    • (1999) J. Hydraul. Res. , vol.37 , Issue.3 , pp. 303-312
    • Millar, R.G.1
  • 26
    • 36148953928 scopus 로고    scopus 로고
    • Barbs for river bend bank protection: Application of a three-dimensional numerical model
    • Minor, B., Rennie, C. D., and Townsend, R. D. (2007). "Barbs for river bend bank protection: Application of a three-dimensional numerical model." Can. J. Civ. Eng., 34(9), 1087-1095.
    • (2007) Can. J. Civ. Eng. , vol.34 , Issue.9 , pp. 1087-1095
    • Minor, B.1    Rennie, C.D.2    Townsend, R.D.3
  • 27
    • 84876731209 scopus 로고    scopus 로고
    • Nortek, (Oct. 15, 2011)
    • Nortek. (2011). "Datasheet Vectrino Lab." ; (Oct. 15, 2011).
    • (2011) Datasheet Vectrino Lab
  • 28
    • 0022926162 scopus 로고
    • Meander flow model. I: Development
    • Odgaard, J. A. (1986a). "Meander flow model. I: Development." J. Hydraul. Eng., 112(12), 1117-1136.
    • (1986) J. Hydraul. Eng. , vol.112 , Issue.12 , pp. 1117-1136
    • Odgaard, J.A.1
  • 29
    • 0022926229 scopus 로고
    • Meander flow model. II: Applications
    • Odgaard, J. A. (1986b). "Meander flow model. II: Applications." J. Hydraul. Eng., 112(12), 1137-1150.
    • (1986) J. Hydraul. Eng. , vol.112 , Issue.12 , pp. 1137-1150
    • Odgaard, J.A.1
  • 30
    • 0024532548 scopus 로고
    • River-meander model. I: Development
    • Odgaard, J. A. (1989a). "River-meander model. I: Development." J. Hydraul. Eng., 115(11), 1433-1450.
    • (1989) J. Hydraul. Eng. , vol.115 , Issue.11 , pp. 1433-1450
    • Odgaard, J.A.1
  • 31
    • 0024497162 scopus 로고
    • River-meander model. II: Applications
    • Odgaard, J. A. (1989b). "River-meander model. II: Applications." J. Hydraul. Eng., 115(11), 1451-1464.
    • (1989) J. Hydraul. Eng. , vol.115 , Issue.11 , pp. 1451-1464
    • Odgaard, J.A.1
  • 32
    • 84876742025 scopus 로고    scopus 로고
    • A parameter study on bank shear stresses in curved open channel flow by means of large-eddy simulation
    • International Association for Hydro-Environment Engineering and Research, Madrid, Spain
    • Ottevanger, W., Blanckaert, K., and Uijttewaal, W. (2011). "A parameter study on bank shear stresses in curved open channel flow by means of large-eddy simulation." Proc., 7th IAHR Symp. on River, Coastal and Estuarine Morphodynamics, International Association for Hydro-Environment Engineering and Research, Madrid, Spain, 1917-1927.
    • (2011) Proc., 7th IAHR Symp. on River, Coastal and Estuarine Morphodynamics , pp. 1917-1927
    • Ottevanger, W.1    Blanckaert, K.2    Uijttewaal, W.3
  • 34
    • 0031177965 scopus 로고    scopus 로고
    • Comparison of RANS and LES calculations of flow around bluff bodies
    • Rodi, W. (1997). "Comparison of RANS and LES calculations of flow around bluff bodies." J. Wind Eng. Ind. Aerodyn., 69-71, 55-75.
    • (1997) J. Wind Eng. Ind. Aerodyn. , vol.69-71 , pp. 55-75
    • Rodi, W.1
  • 35
    • 0039325073 scopus 로고
    • Flow of water in bends of open channels
    • Academy of Sciences of the Ukranian SSR, Kiev
    • Rozovskii, I. L. (1957). "Flow of water in bends of open channels." Trans. Israel program for scientific translations, Academy of Sciences of the Ukranian SSR, Kiev.
    • (1957) Trans. Israel program for scientific translations
    • Rozovskii, I.L.1
  • 36
    • 26444497202 scopus 로고    scopus 로고
    • Three-dimensional modeling of sediment transport in a narrow 90° channel bend
    • Rüther, N., and Olsen, N. R. (2005). "Three-dimensional modeling of sediment transport in a narrow 90° channel bend." J. Hydraul. Eng., 131(10), 917-920.
    • (2005) J. Hydraul. Eng. , vol.131 , Issue.10 , pp. 917-920
    • Rüther, N.1    Olsen, N.R.2
  • 38
    • 77955634734 scopus 로고    scopus 로고
    • Analysis of the role of turbulence in curved open-channel flow at different water depths by means of experiments, LES and RANS
    • van Balen, W., Blanckaert, K., and Uijttewaal, W. S. J. (2010). "Analysis of the role of turbulence in curved open-channel flow at different water depths by means of experiments, LES and RANS." J. Turbulence., 11(12), 1-34.
    • (2010) J. Turbulence. , vol.11 , Issue.12 , pp. 1-34
    • van Balen, W.1    Blanckaert, K.2    Uijttewaal, W.S.J.3
  • 39
    • 0027624015 scopus 로고
    • Moment model of nonuniform channel-bend flow, I: Fixed beds
    • Yeh, K.-C., and Kennedy, J. F. (1993a). "Moment model of nonuniform channel-bend flow, I: Fixed beds." J. Hydraul. Eng., 119(7), 776-795.
    • (1993) J. Hydraul. Eng. , vol.119 , Issue.7 , pp. 776-795
    • Yeh, K.-C.1    Kennedy, J.F.2
  • 40
    • 0027789815 scopus 로고
    • Moment model of nonuniform channel-bend flow, II: Erodible beds
    • Yeh, K.-C., and Kennedy, J. F. (1993b). "Moment model of nonuniform channel-bend flow, II: Erodible beds." J. Hydraul. Eng., 119(7), 796-815.
    • (1993) J. Hydraul. Eng. , vol.119 , Issue.7 , pp. 796-815
    • Yeh, K.-C.1    Kennedy, J.F.2
  • 42
    • 55249118668 scopus 로고    scopus 로고
    • Flow and bathymetry in sharp open-channel bends: Experiments and predictions
    • Zeng, J., Constantinescu, G., Blanckaert, K., and Weber, L. (2008a). "Flow and bathymetry in sharp open-channel bends: Experiments and predictions." Water Resour. Res., 44(9), W09401.
    • (2008) Water Resour. Res. , vol.44 , Issue.9
    • Zeng, J.1    Constantinescu, G.2    Blanckaert, K.3    Weber, L.4
  • 43
    • 46949098171 scopus 로고    scopus 로고
    • A 3D nonhydrostatic model to predict flow and sediment transport in loosebed channel bends
    • Zeng, J., Constantinescu, G., and Weber, L. (2008b). "A 3D nonhydrostatic model to predict flow and sediment transport in loosebed channel bends." J. Hydraul. Res., 46(3), 356-372.
    • (2008) J. Hydraul. Res. , vol.46 , Issue.3 , pp. 356-372
    • Zeng, J.1    Constantinescu, G.2    Weber, L.3
  • 44
    • 78649784279 scopus 로고    scopus 로고
    • 3D calculations of equilibrium conditions in loose-bed open channels with significant suspended sediment load
    • Zeng, J., Constantinescu, G., and Weber, L (2010). "3D calculations of equilibrium conditions in loose-bed open channels with significant suspended sediment load." J. Hydraul. Eng., 136(9), 557-571.
    • (2010) J. Hydraul. Eng. , vol.136 , Issue.9 , pp. 557-571
    • Zeng, J.1    Constantinescu, G.2    Weber, L.3
  • 45
    • 0017434208 scopus 로고
    • Roughness effects on the flow direction near curved stream beds
    • Zimmerman, C. (1977). "Roughness effects on the flow direction near curved stream beds." J. Hydraul. Res., 15(1), 73-85.
    • (1977) J. Hydraul. Res. , vol.15 , Issue.1 , pp. 73-85
    • Zimmerman, C.1


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