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for colloidal suspensions 0)01+〈𝐮〉∙∇𝜙=∇∙G('())!-())H∆𝜌 𝜙G5〈𝐮〉51−𝐠J−∇∙𝚺?LJ, (6) where the network stress tensor 𝚺? contains contributions from both the compressive, shear yield stresses, then the transient analogue of Eq · 2014

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Sedimentation of particulate suspensions under stagnant conditions in horizontal pipes

physics.flu-dyn · 2025-06-04 · conditional · novelty 3.0

1D theory predicts sedimentation dynamics in horizontal pipes from batch tests but fails for consolidation due to non-1D stress from pipe walls.

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Sedimentation of particulate suspensions under stagnant conditions in horizontal pipes physics.flu-dyn · 2025-06-04 · conditional · none · ref 11
1D theory predicts sedimentation dynamics in horizontal pipes from batch tests but fails for consolidation due to non-1D stress from pipe walls.

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