Interface-resolved direct numerical simulation of the erosion of a sediment bed sheared by laminar channel flow
Aman G. Kidanemariam, Markus Uhlmann

TL;DR
This paper presents a detailed numerical simulation method for studying sediment bed erosion under laminar flow, accurately capturing particle-fluid interactions and reproducing experimental results.
Contribution
It introduces a combined immersed boundary and soft-sphere approach for direct numerical simulation of sediment transport, validated against experimental data.
Findings
Particle flow rate scales with the third power of Shields number.
Mobile particle layer thickness increases with the square of flow rate.
Simulation results closely match experimental observations.
Abstract
A numerical method based upon the immersed boundary technique for the fluid-solid coupling and on a soft-sphere approach for solid-solid contact is used to perform direct numerical simulation of the flow-induced motion of a thick bed of spherical particles in a horizontal plane channel. The collision model features a normal force component with a spring and a damper, as well as a damping tangential component, limited by a Coulomb friction law. The standard test case of a single particle colliding perpendicularly with a horizontal wall in a viscous fluid is simulated over a broad range of Stokes numbers, yielding values of the effective restitution coefficient in close agreement with experimental data. The case of bedload particle transport by laminar channel flow is simulated for 24 different parameter values covering a broad range of the Shields number. Comparison of the present…
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