2014
DOI: 10.1016/j.cageo.2013.10.006
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Two- and three-dimensional Direct Numerical Simulation of particle-laden gravity currents

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Cited by 41 publications
(66 citation statements)
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“…The flow configuration is shown in Figure 1 and is exactly the same as in our previous work. 22 We assume a small volume fraction of the particles (typically less than 1%) so that interactions among the particles, such as hindered settling and/or particle inertia can be neglected. The coupling between particle and fluid motion is dominated by the transfer of momentum, rather than volumetric displacement effects.…”
Section: Problem Configuration and Governing Equationsmentioning
confidence: 99%
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“…The flow configuration is shown in Figure 1 and is exactly the same as in our previous work. 22 We assume a small volume fraction of the particles (typically less than 1%) so that interactions among the particles, such as hindered settling and/or particle inertia can be neglected. The coupling between particle and fluid motion is dominated by the transfer of momentum, rather than volumetric displacement effects.…”
Section: Problem Configuration and Governing Equationsmentioning
confidence: 99%
“…There has been an intensive effort to study those structures, with many experimental investigations, 3,7,[12][13][14][15] theoretical approaches, 16,17 and more recently with numerical investigations based on Direct Numerical Simulations (DNS). [18][19][20][21][22][23][24] Experiments 3,7,12 investigating a) s.laizet@imperial.ac.uk lobe-and-cleft patterns have typically imaged the gravity current from below, allowing the growth, merging, and bifurcation of the structures to be tracked. This analysis identified the origin of the instability as the unstable stratification generated as ambient fluid is overrun by the current head, subject to a frictional surface.…”
Section: Introductionmentioning
confidence: 99%
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“…The wall-shear stress is often used in theoretical models to predict the possibility of sediment entrainment over loose beds [25,27,19]. The dimensional wall-shear stress in the radial direction is defined as τ w = µ ∂u * R ∂z * z * =0 (10) where, µ represents the dynamic viscosity of the current, u * R is the dimensional horizontal component of velocity in the radial direction, Fig. 11.…”
Section: Wall Shear-stress and Near-wall Dynamicsmentioning
confidence: 99%
“…The first, denoted here as σ , is a result of the gradient of the meso-scale velocity field, it is defined as (12) where ɛ is the strain-rate tensor of the computed meso-scale velocity field. The second type of dissipation is at the micro-scale and is caused by the Stokes flow around the individual particles [10]. Even though our numerical model does not resolve the flow around the individual particles, the latter dissipation may be computed from the local concentration field, viz…”
Section: Energy Budgetmentioning
confidence: 99%