Numerical investigation on solids settling in a non-Newtonian slurry inside a horizontal flume
Shubham Sharma, Somasekhara Goud Sontti, Wenming Zhang, Petr Nikrityuk, Xuehua Zhang

TL;DR
This study uses numerical modeling to analyze how multisize solid particles settle in a non-Newtonian slurry within a horizontal flume, considering factors like particle size distribution, inclination, and bubbles, providing insights for industrial slurry management.
Contribution
It introduces a validated 3D Eulerian-Eulerian model with Hershel-Bulkley rheology to simulate multisize particle settling in non-Newtonian slurry in a flume, including effects of bubbles and inclination.
Findings
Particle size distribution significantly affects settling behavior.
Flume inclination enhances settling of fine and coarse particles.
Bubbles influence the settling velocity and behavior of solids.
Abstract
Slurry transportation is always crucial for many industrial processes. This study numerically investigates the settling behavior of multisize solid particles in a non-newtonian slurry inside a semicircular open channel (flume). The non-newtonian slurry is modelled using a three-dimensional (3D) unsteady Eulerian-Eulerian (E-E) model coupled with the Hershel-Bulkley (HB) rheological model. A detailed sensitivity analysis of drag models is performed to establish the solid-fluid interaction in the slurry flow. The numerical model is validated with the experimental data from the literature and shows a fair agreement. The validated model is used to simulate the settling behavior of the slurry in the flume. The mean particle diameter of the solid particles in the slurry is in the range of 75-296 m with a median diameter of 188 m. The effect of particle size distributions (PSDs),…
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