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Double-averaged velocity and stress distributions for hydraulically-smooth and transitionally-rough turbulent flows

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Języki publikacji
EN
Abstrakty
EN
We analyse experimental measurements of turbulent open-channel flow over hydraulically-smooth and transitionally-rough beds using the double-averaging methodology. Oil with a viscosity of 15×10-6 m2/s is used instead of water so that transitional-range roughness Reynolds numbers can be achieved with large (11.1 mm) roughness elements, allowing spatial variations in the mean velocity field to more easily be measured. Distributions of double-averaged velocities, turbulence intensities, form-induced intensities, and viscous, Reynolds, form-induced and total shear stresses are studied with comparisons made between distributions for hydraulically-smooth, transitionally-rough, and fully-rough boundaries. Measured streamwise turbulence intensities for all experiments peaked at a constant distance from the bed (z ++d + = 15) when elevation scale is adjusted using the zero-plane displacement d for the logarithmic velocity distribution. This collapse suggests that turbulence intensity distributions may be useful in assessing appropriate values of d for transitionally-rough and fully-rough boundaries. Form-induced normal and shear stresses above the roughness tops were found to collapse towards a common curve independent of roughness Reynolds number.
Czasopismo
Rocznik
Strony
642--653
Opis fizyczny
bibliogr. 18 poz.
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autor
Bibliografia
  • Bayazit, M. (1983), Flow structure and sediment transport mechanics in steep channels. In: B.M. Sumer and A. Müller (eds.), Euromech 156: Mechanics of Sediment Transport, Balkema, Instanbul, 197-206.
  • Bigillon, F., Y. Nino, and M.H. Garcia (2006), Measurements of turbulence characteristics in an open-channel flow over a transitionally-rough bed using particle image velocimetry, Experiments in Fluids 41, 6, 857-867.
  • Grass, A.J. (1971), Structural features of turbulent flow over smooth and rough boundaries, J. Fluid Mechanics 50, 2, 233-255.
  • Jackson, P.S. (1981), On the displacement height in the logarithmic velocity profile, J. Fluid Mechanics 111, 15-25.
  • Krogstad, P.-A., R.A. Antonia, and L.W.B. Browne (1992), Comparison between rough-and smooth-wall turbulent boundary layers, J. Fluid Mechanics 245, 599-617.
  • Levich, V.G. (1962), Physicochemical Hydrodynamics, Prentice-Hall, New Jersey.
  • Ligrani, P.M., and R.J. Moffat (1986), Structure of transitionally rough and fully rough turbulent boundary layers, J. Fluid Mechanics 162, 69-98.
  • Lopez, F. (1997), Open-channel flow with roughness elements of different spanwise aspect ratios: turbulence structure and numerical modeling, PhD thesis, University of Illinois, Urbana-Champaign, IL.
  • Manes, C., D. Pokrajac, and I. McEwan (2007), Double-averaged open-channel flows with small relative submergence, J. Hydraul. Eng. 133, 8, 896-904.
  • Monin, A.S., and A.M. Yaglom (1971), Statistical Fluid Mechanics: Mechanics of Turbulence, Vol. 1, MIT Press, Boston.
  • Montes, J.S. (1998), Hydraulics of Open Channel Flow, ASCE Press, New York.
  • Moser, R.D., J. Kim, and N.N. Mansour (1999), Direct numerical simulation of turbulent channel flow up to Re? = 590, Physics of Fluids 11, 4, 943-945.
  • Nezu, I., and H. Nakagawa (1993), Turbulence in Open-Channel Flows, Balkema, Rotterdam.
  • Nikora, V., I. McEwan, S. McLean, S. Coleman, D. Pokrajac, and R. Walters (2007a), Double-averaging concept for rough-bed open-channel and overland flows: Theoretical background, J. Hydraul. Eng. 133, 8, 873-883.
  • Nikora, V., S. McLean, S. Coleman, D. Pokrajac, 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. 133, 8, 884-895.
  • Scarano, F. (2002), Iterative image deformation methods in PIV, Measurement Science and Technology 13, 1, R1-R19.
  • Schlicke, T., S.M. Cameron, and S.E. Coleman (2007), Galvanometer-based PIV for liquid flows, Flow Measurement and Instrumentation, 18, 1, 27-36.
  • Schultz, M.P., and K.A. Flack (2007), The rough-wall turbulent boundary layer from the hydraulically smooth to the fully rough regime, J. Fluid Mechanics 580, 381-405.
  • Spalart, P.R. (1988), Direct simulation of a turbulent boundary layer up to R? = 1410, J. Fluid Mechanics 187, 61-98.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BSL7-0027-0007
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