2018
DOI: 10.1103/physrevfluids.3.094304
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Asymmetric concentration dependence of segregation fluxes in granular flows

Abstract: We characterize the local concentration dependence of segregation velocity and segregation flux in both size and density bidisperse gravity-driven free-surface granular flows as a function of the particle size ratio and density ratio, respectively, using discrete element method (DEM) simulations. For a range of particle size ratios and inlet volume flow rates in size-bidisperse flows, the maximum segregation flux occurs at a small particle concentration less than 0.5, which decreases with increasing particle s… Show more

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Cited by 41 publications
(73 citation statements)
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“…(1)] was developed and is accurate for mixtures with similar concentrations of the two species [7,8]. For mixtures with widely varying species concentrations, the segregation velocity is more accurately described by a model that is second order in concentration [9,10]. The segregation length scale for species i, S i , is an empirical parameter that characterizes the propensity for a bidisperse mixture of spherical particles to segregate that depends on the ratio of diameters of the constituent species, R D = d i /d j , and the diameter of the small species,…”
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“…(1)] was developed and is accurate for mixtures with similar concentrations of the two species [7,8]. For mixtures with widely varying species concentrations, the segregation velocity is more accurately described by a model that is second order in concentration [9,10]. The segregation length scale for species i, S i , is an empirical parameter that characterizes the propensity for a bidisperse mixture of spherical particles to segregate that depends on the ratio of diameters of the constituent species, R D = d i /d j , and the diameter of the small species,…”
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confidence: 99%
“…The coordinate system rises with the surface at a steady rise velocity, v r = q/W , so in its frame of reference the flow and segregation are steady. To quantify the segregation, particle data are spatially and temporally averaged in quadrilateral bins oriented parallel to and rising with the free surface (l max /2 in the depthwise, 2l max in the streamwise direction, and T in the spanwise direction) to find the bulk and species velocity, u and u i , respectively, the segregation velocity, w p,i = w − w i , and species concentration c i throughout the flowing layer, as in previous studies [8,10,30,31]. Particles overlapping multiple bins have their weighted partial volume applied to each overlapped bin.…”
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“…The key to accurately describing bidisperse segregation is the semi‐empirical relation for the component of the segregation velocity normal to the free surface, w p , i , which is based on a linearization of Savage and Lun's kinetic sieve model for size bidisperse mixtures composed of particles with diameters α i and α j . The segregation velocity of species i depends on the local shear rate, trueγ˙, and the concentration of the other species, c j , as wp,i=S(),αiαjtrueγ˙cj, where S ( α i , α j ) is an empirically determined segregation length scale dependent on size ratio and particle diameters as well as gravity and local pressure .…”
Section: Model Derivationmentioning
confidence: 99%