On the intermittency of sediment transport in conditions near the threshold of motion

Abstract

The dynamics of sediment particles in a at bed channel is mainly controlled by the coherent structures of the turbulent boundary layer, as intense velocity uctuations increase the instantaneous bed shear stress and initiate bedload transport. At low shear stress conditions near the threshold of motion, the bedload transport ux becomes intermittent due to the complex particle motion in close contact with the bed. To understand the physical mechanisms that produce the intermittency, in this investigation we develop a Lagrangian sediment transport model to simulate bedload transport in a at bed channel. We couple direct numerical simulations (DNS) and the discrete element method (DEM) to solve the particle dynamics using a two-way coupling approach. Numerical results shed light on the nature of the intermittency in the transport ux. We conclude that near the threshold of motion, the cumulative sediment transport is described by a fractal behavior, whose characteristics change as the relative shear stress increases.