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Double-averaged velocity profiles over fixed dune shapes

Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Spatially averaged profiles of time averaged velocity, using integrals over thin horizontal slabs (Cartesian double average), are employed in characterizing the flow over fixed dune shapes. For comparison the spatial averaging method of Smith and McLean (1977) that averages along lines at constant distance from the local bed elevation is also investigated. The Cartesian double averaged profiles of the inverse of the velocity shear are nearly constant below the crest elevation, but increase rapidly above the crest level. This results in velocity profiles that increase linearly with distance from the bed below the crest. Above the crest it can be argued that the velocity increases logarithmically, but a power law profile can also be argued. Spatially averaged eddy viscosity profiles are calculated by multiplying the average Reynolds stress by the inverse shear. The resulting profile is more complex than the uniform flow counterpart.
Czasopismo
Rocznik
Strony
669--697
Opis fizyczny
bibliogr. 22 poz.
Twórcy
autor
autor
Bibliografia
  • Barenblatt, G.I. (2003), Scaling, Cambridge University Press, Cambridge.
  • Best, J.L., and R.A. Kostaschuk (2002), An experimental study of turbulent flow over a low-angle dune, J. Geophys. Res. 107, 3135-3154.
  • Coleman, S.E., V.I. Nikora, S.R. McLean, T.M. Clunie, E. Schlicke, and B.W. Melville (2006), Equilibrium hydrodynamics concept for developing dunes, Phys. Fluids 18, 10, 105104-1-12.
  • Coleman, S.E., V.I. Nikora, S.R. McLean, and E. Schlicke (2007), Spatially-averaged turbulent flow over square ribs, J. Eng. Mech. ASCE 133, 194-204.
  • Finnigan, J.J. (2000), Turbulence in plant canopies, Ann. Rev. Fluid Mech. 32, 519-571.
  • Gimenez-Curto, L.A., and M.A. Corniero Lera (1996), Oscillating turbulent flow over very rough surfaces, J. Geophys. Res. 101, C9, 20,745-20,758.
  • Maddux, T.B., J.M. Nelson, and S.R. McLean (2003a), Turbulent flow over three dimensional dunes: 1. Free surface and flow response, J. Geophys. Res. 108, F1, 10-1-20, DOI: 10.1029/2003JF000017.
  • Maddux, T.B., S.R. McLean, and J.M. Nelson (2003b), Turbulent flow over three dimensional dunes: 2. Fluid and bed stresses, J. Geophys. Res. 108, F1, 11-1-17, DOI: 10.1029/2003JF000018.
  • McLean, S., and V. Nikora (2006), Characteristics of turbulent unidirectional flow over rough-beds: Double-averaging perspective with particular focus on sand dunes and gravel beds, Water Resour. Res. 42, W10409.
  • McLean, S.R., J.M. Nelson, and S.R. Wolfe (1994), Turbulence structure over two-dimensional bed forms: Implications for sediment transport, J. Geophys. Res. 99, C6, 12,729-12,747.
  • McLean, S.R., S.R. Wolfe, and J.M. Nelson (1999), Spatially averaged flow over a wavy boundary revisited, J. Geophys. Res. 104, C7, 15,743-15,753.
  • McLean, S.R., J.M. Nelson, and L. Gary (2007), Suspended sediment in the presence of dunes. In: C.M. Dohmen-Janssen and S.J.M.H. Hulscher (eds.), River, Coastal and Estuarine Morphodynamics (RCEM), Taylor & Francis Group, Leiden, 611-618.
  • Nikora, V.I., and S.R. McLean (2001), Environmental flows over rough beds: a spatial averaging approach, Proc. 3rd Intern. Symp. on Environmental Hydraulics, Arizona, USA (CD-ROM).
  • Nikora, V.I., D.G. Goring, I. McEwan, and G. Griffiths (2001), Spatially-averaged open-channel flow over a rough bed, J. Hydraul. Eng. ASCE. 127, 123-133.
  • Nikora, V.I., K. Koll, S. McLean, A. Dittrich, and J. Aberle (2002), Zero-plane displacement for rough-bed open-channel flows, Proc. Intern. Conf. on Fluvial Hydraulics River Flow 2002, Sept. 4-6, 2002, Louvain-la-Neuve, Belgium, 83-92.
  • Nikora, V., K. Koll, I. McEwan, S. McLean, and A. Dittrich (2004), Velocity distribution in the roughness layer of rough-bed flows, J. Hydraul. Eng. ASCE 130, 7, 1036-1042.
  • Nikora, V.I., I.K. McEwan, S.R. McLean, S.E. Coleman, D. Pokrajac, and R. Walters (2007a), Double-averaging concept for rough-bed open-channel and overland flows: Theoretical background, J. Hydraul. Eng. ASCE 133, 8, 873-883.
  • Nikora, V., S. McLean, S. Coleman, D. Pocrajac, I. McEwan, L. Campbell, J. Aberle, D. Clunie, and K. Koll (2007b), Double-averaging concept for rough-bed open-channel and overland flows: Applications, J. Hydraul. Eng. ASCE 133, 8, 884-895.
  • Raupach, M.R., R.A. Antonia, and S. Rajagopalan (1991), Rough-wall turbulent boundary layers, Appl. Mech. Rev. 44, 1, 1-25.
  • Smith, J.D., and S.R. McLean (1977), Spatially averaged flow over a wavy surface, J. Geophys. Res. 83, 12, 1735-1746.
  • van Mierlo, M.C.L.M., and J.C.C. de Ruiter (1988), Turbulence measurements above artificial dunes, Delft Hydraulics Laboratory, Report No. Q789.
  • Wilbers, A. (2004), The development and hydraulic roughness of subaqueous dunes, Ph.D. Dissertation, University of Utrecht.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BSL7-0027-0009
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