Rheology of sediment transported by a laminar flow
M. Houssais, C. P. Ortiz, D. J. Durian, D. J. Jerolmack

TL;DR
This study extends a local rheology model to describe sediment transport in laminar flows, validating it across a range of conditions but revealing a creep regime at very low viscous numbers that the model cannot explain.
Contribution
The paper generalizes the Boyer et al. rheology model to include particle weight and tests it in a sediment transport experiment, revealing limitations at low viscous numbers.
Findings
Model validated for 10^{-5} ≤ Iv ≤ 1 with data collapsing onto a single curve.
Particles exhibit a creep regime at Iv < 10^{-5} where the model fails.
Friction coefficient decreases continuously in the creep regime, indicating non-local effects.
Abstract
Understanding the dynamics of fluid-driven sediment transport remains challenging, as it is an intermediate region between a granular material and a fluid flow. Boyer \textit{et al.}\citep{Boyer2011} proposed a local rheology unifying dense dry-granular and viscous-suspension flows, but it has been validated only for neutrally-buoyant particles in a confined system. Here we generalize the Boyer \textit{et al.}\citep{Boyer2011} model to account for the weight of a particle by addition of a pressure , and test the ability of this model to describe sediment transport in an idealized laboratory river. We subject a bed of settling plastic particles to a laminar-shear flow from above, and use Refractive-Index-Matching to track particles' motion and determine local rheology --- from the fluid-granular interface to deep in the granular bed. Data from all experiments collapse onto a single…
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