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Double-average characteristics of sediment motion in one-dimensional bed load

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Języki publikacji
EN
Abstrakty
EN
The sediment transport process on a flat bed was investigated experimentally, with reference to the relationship between the average solid discharge and the concentration and velocity of the moving grains. The instantaneous values of the quantities were measured and, therefore, it was possible to quantify the contribution of the temporal fluctuations of concentration and velocity to the resulting average sediment transport rate. Recognizing that the sediment transport process is an episodic phenomenon, an intermittency factor was defined and its contribution to the solid discharge, typically implicit in earlier formulations of the sediment flux, was highlighted. Conceptual analyses of the spatial scale dependence of the quantities were also made.
Czasopismo
Rocznik
Strony
654--668
Opis fizyczny
bibliogr. 26 poz.
Twórcy
autor
autor
Bibliografia
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  • Fernandez Luque, R., and R. Van Beek (1976), Erosion and transport of bed-load sediment, J. Hydraul. Res. 14, 127-144.
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  • Jackson, R.G. (1976), Sedimentological and fluid-dynamic implications of the turbulent bursting phenomenon in geophysical flows, J. Fluid Mechanics 77, 531-560.
  • Lee, H.Y., Y.H. Chen, J.Y. You, and Y.T. Lin (2000), Investigations of continuous bed load saltating process, J. Hydraul. Eng. 126, 691-700.
  • Meyer-Peter, E., and R. Müller (1948), Formulas for bed-load transport, Proc. of the II Congress of IAHR, Stockholm, Sweden.
  • Nelson, J.M., R.L. Shreve, S.R. McLean, and T.G. Drake (1995), Role of near-bed turbulence structure in bed load transport and bed form mechanics, Water Resour. Res. 31, 2071-2086.
  • Nezu, I., and Nakagawa, H. (1993), Turbulence in Open-Channel Flows, Balkema, Rotterdam.
  • Nikora, V., H. Habersack, T. Huber, and I. McEwan (2002), On bed particle diffusion in gravel bed flows under weak bed load transport, Water Resour. Res. 38, 1081.
  • Nikora, V., I. McEwan, S. McLean, S. Coleman, D. Pokrajac, and R. Walters (2007), Double-averaging concept for rough-bed open-channel and overland flows: theoretical background, J. Hydraul. Eng. 133, 873-883.
  • Nino, Y., and M.H. Garcia (1996), Experiments on particle-turbulence interactions in the near-wall region of an open channel flow: implications for sediment transport, J. Fluid Mechanics 326, 285-319.
  • Parker, G., G. Seminara, and L. Solari (2003), Bed load at low Shields stress on arbitrarily sloping beds: alternative entrainment formulation, Water Resour. Res. 39, 1183, DOI: 10.1029/2001WR001253.
  • Radice, A., S. Malavasi, and F. Ballio (2006), Solid transport measurements through image processing, Exp. Fluids 41, 721-734, DOI: 10.1007/s00348-006-0195-9.
  • Radice, A., G. Porta, and S. Franzetti (2008), Analysis of the time-averaged properties of sediment motion in a local scour process, Water Resour. Res. (under review).
  • Roy, A.G., T. Buffin-Bélanger, H. Lamarre, and A.D. Kirkbride (2004), Size, shape and dynamics of large-scale turbulent structures in a gravel-bed river, J. Fluid Mechanics 500, 1-27.
  • Sechet, P., and B. Le Guennec (1999), Bursting phenomenon and incipient motion of solid particles in bed-load transport, J. Hydraul. Res. 37, 683-696.
  • Seminara, G., L. Solari, and G. Parker (2002), Bed load at low Shields stress on arbitrarily sloping beds: failure of the Bagnold hypothesis, Water Resour. Res. 38, 1249, DOI: 10.1029/2001WR000681.
  • Shields, A. (1936), Anwendung der Aehnlichkeitsmechanik und der Turbulenz Forschung auf die Geschiebebewegung, Mitt. der Preussische Versuchanstalt für Wasserbau und Schiffbau 26, Berlin, Germany.
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Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BSL7-0027-0008
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