2017
DOI: 10.1017/jfm.2017.543
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Experiments on, and discrete and continuum simulations of, the discharge of granular media from silos with a lateral orifice

Abstract: We compare laboratory experiments, contact dynamics simulations and continuum Navier–Stokes simulations with a $\unicode[STIX]{x1D707}(I)$ visco-plastic rheology, of the discharge of granular media from a silo with a lateral orifice. We consider a rectangular silo with an orifice of height $D$ which spans the silo width $W$, and we observe two regimes. For small enough aperture aspect ratio ${\mathcal{A}}=D/W$, the Hagen–Beverloo relation is obtained. For thin enough silos, ${\mathcal{A}}\gg {\mathcal{A}}_{c}$… Show more

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Cited by 41 publications
(69 citation statements)
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“…Among these models, let us consider the so-called µ(I) rheology, based on a local constitutive law relating the local shear rate and the stress tensor [1]. Using this µ(I) rheology, several flow configurations have been successfully described thanks to numerical simulation, including granular column collapse and discharge of large and narrow silos [2][3][4][5][6]. These flows only considered dry granular media for which interactions between the particles and the surrounding fluid can be neglected.…”
Section: Introductionmentioning
confidence: 99%
“…Among these models, let us consider the so-called µ(I) rheology, based on a local constitutive law relating the local shear rate and the stress tensor [1]. Using this µ(I) rheology, several flow configurations have been successfully described thanks to numerical simulation, including granular column collapse and discharge of large and narrow silos [2][3][4][5][6]. These flows only considered dry granular media for which interactions between the particles and the surrounding fluid can be neglected.…”
Section: Introductionmentioning
confidence: 99%
“…its packing fraction decreases. This effect was first noticed by Reynolds [39] and has been reported in the literature of sheared granular media [40][41][42][43][44][45] and flow in hoppers [46][47][48][49][50][51] or silos [52]. Shear-induced dilation occurs because when a granular medium is subjected to a local shear it must expand by creating more void spaces to allow the grains to pass by each other and overcome the grains interlocking.…”
Section: Mechanics Of Powder Spreadingmentioning
confidence: 79%
“…An example of how to avoid the influence of the wall thickness on the mass flow rate through orifices in lateral sidewalls, of large thickness, was reported by Zhou et al [36] who used rectangular orifices bevelled along its aperture in order to have an effective angle of wall α ef f close to π/2. Strategies of this type may be obtained or justified by alluding our general formulas (1) or (3).…”
Section: Remarks and Conclusionmentioning
confidence: 99%