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Advances in Geosciences An open-access journal for refereed proceedings and special publications
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Volume 37
Adv. Geosci., 37, 73-80, 2014
https://doi.org/10.5194/adgeo-37-73-2014
© Author(s) 2014. This work is distributed under
the Creative Commons Attribution 3.0 License.
Adv. Geosci., 37, 73-80, 2014
https://doi.org/10.5194/adgeo-37-73-2014
© Author(s) 2014. This work is distributed under
the Creative Commons Attribution 3.0 License.

  06 May 2014

06 May 2014

Turbulent and viscous sediment transport – a numerical study

O. Durán1,2,*, B. Andreotti1, and P. Claudin1 O. Durán et al.
  • 1Laboratoire de Physique et Mécanique des Milieux Hétérogènes, PMMH UMR 7636 ESPCI – CNRS – Université Paris-Diderot – Université P.M. Curie, 10 rue Vauquelin, 75005 Paris, France
  • 2University of North Carolina, Department of Geological Sciences, 104 South Road, Mitchell Hall, Campus Box 3315, Chapel Hill, NC 27515 USA
  • *now at: MARUM – Center for Marine Environmental Sciences, University of Bremen, 28359 Bremen, Germany

Abstract. Sediment transport is studied as a function of the grain to fluid density ratio using two phase numerical simulations based on a discrete element method (DEM) for particles coupled to a continuum Reynolds averaged description of hydrodynamics. At a density ratio close to unity (typically under water), sediment transport occurs in a thin layer at the surface of the static bed, and is called bed load. Steady, or "saturated" transport is reached when the fluid borne shear stress at the interface between the mobile grains and the static grains is reduced to its threshold value. The number of grains transported per unit surface therefore scales as the excess shear stress. However, the fluid velocity in the transport layer remains almost undisturbed so that the mean grain velocity scales with the shear velocity u*. At large density ratio (typically in air), the vertical velocities are large enough to make the transport layer wide and dilute. Sediment transport is then called saltation. In this case, particles are able to eject others when they collide with the granular bed. The number of grains transported per unit surface is selected by the balance between erosion and deposition and saturation is reached when one grain is statistically replaced by exactly one grain after a collision, which has the consequence that the mean grain velocity remains independent of u*. The influence of the density ratio is systematically studied to reveal the transition between these two transport regimes. Finally, for the subaqueous case, the grain Reynolds number is lowered to investigate the change from turbulent and viscous transport.

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