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Turbulent and Viscous Sediment Transport – a Numerical Study : Volume 37, Issue 37 (06/05/2014)

By Durán, O.

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Book Id: WPLBN0003973465
Format Type: PDF Article :
File Size: Pages 8
Reproduction Date: 2015

Title: Turbulent and Viscous Sediment Transport – a Numerical Study : Volume 37, Issue 37 (06/05/2014)  
Author: Durán, O.
Volume: Vol. 37, Issue 37
Language: English
Subject: Science, Advances, Geosciences
Collections: Periodicals: Journal and Magazine Collection, Copernicus GmbH
Publication Date:
Publisher: Copernicus Gmbh, Göttingen, Germany
Member Page: Copernicus Publications


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Andreotti, B., Claudin, P., & Durán, O. (2014). Turbulent and Viscous Sediment Transport – a Numerical Study : Volume 37, Issue 37 (06/05/2014). Retrieved from

Description: Laboratoire 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. 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.

Turbulent and viscous sediment transport – a numerical study

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