Explaining the History of Threshold on Sediment Transport by the Presence of Strain-hardening in Granular Beds

Abstract:

Fluid-driven granular flows are found in different environments, being found in landslides, on the bottom of rivers, and on the surface of deserts. However, they are still difficult to understand. Here, we present experiments and CFD-DEM simulations using an annular flume, that mimics an infinitely-long river, filled with refractive-index matched sedimenting particles and sheared by a viscous Couette flow; this allows us to visualize the particle transport throughout the entire bed. We introduce stepped cycles of fluid shear and examine the downward propagation of an ``unjamming'' front, which marks the boundary between a granular fluid and a creeping solid. Repeated shear cycles give rise to strain hardening, as the fluidized layer thins over progressive cycles to an eventual steady state. Strain hardening results from two effects: isotropic compaction, and formation of anisotropic grain fabric structures aligned with the applied shear. When shear direction is reversed, the bed recovers some (but not all) of its initial mobility. Strain hardening associated compaction and grain-fabric formation occur in the observed creep regime. Beyond a critical shear rate, grains are fluidized resulting in dilation and destruction of granular fabrics. Results explain puzzling observations of bed-load hysteresis in natural rivers and delineate the transport regimes under which memory is created and destroyed in sedimentary beds.