Coupled CFD-DEM simulation of hydrodynamic bridging at constrictions

•Coupled CFD-DEM to model jamming of neutral monodisperse particulate suspensions.•There exists a critical particle volume concentration ϕ* for spontaneous bridging.•ϕ* depends dimensionless outlet size, inlet size and flow geometry.•Jamming probability increases with flow velocity and particle-flui...

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Veröffentlicht in:International journal of multiphase flow 2016-09, Vol.84, p.245-263
Hauptverfasser: Mondal, Somnath, Wu, Chu-Hsiang, Sharma, Mukul M.
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description •Coupled CFD-DEM to model jamming of neutral monodisperse particulate suspensions.•There exists a critical particle volume concentration ϕ* for spontaneous bridging.•ϕ* depends dimensionless outlet size, inlet size and flow geometry.•Jamming probability increases with flow velocity and particle-fluid density ratio. This paper presents a coupled CFD-DEM approach to simulate the flow of particulate suspensions in the intermediate concentration regime where solid volume concentration is 1% < ϕ < 50%. In particular, hydrodynamic multi-particle bridging during flow through a single constriction in a rectangular channel is studied. It is shown that for neutrally buoyant, monodispersed particulate suspensions, the probability of jamming increases with the particle concentration. There also exists a critical particle concentration (ϕ*) for spontaneous bridging, which depends on the ratio of pore size to particle size, the flow velocity, the particle-fluid density contrast, and the flow geometry leading to the constriction. The ϕ* has a strong dependence on the outlet-to-particle relative size (Ro). For 1.5 ≤ Ro ≤ 2.5, a direct transition from a flowing state to a jammed state was observed. For Ro ≥ 3, the flowing state typically transitioned to a dense state characterized by the accumulation of particles near the constriction before jamming. Increasing the inlet-to-particle relative size (Rip) lowers ϕ* by increasing the number of particles arriving at the constriction simultaneously. The effect of changing Rip is more pronounced at high Ro when the probability of bridging is lower. A high fluid velocity increases particle interactions near the constriction and accelerates the onset of bridging. However, no distinct effect of velocity on ϕ* was observed in this study. A higher particle-to-fluid density ratio (ρp/ρf) increases the probability of bridging and leads to a lower ϕ* in a given constriction geometry. The effect saturates at higher ρp/ρfwhen gravitational forces completely dominate over viscous drag forces. ϕ* is also found to decrease with increasing angle of constriction convergence (θ) for θ < 30°, but increases beyond that at θ=60∘.
doi_str_mv 10.1016/j.ijmultiphaseflow.2016.05.001
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This paper presents a coupled CFD-DEM approach to simulate the flow of particulate suspensions in the intermediate concentration regime where solid volume concentration is 1% &lt; ϕ &lt; 50%. In particular, hydrodynamic multi-particle bridging during flow through a single constriction in a rectangular channel is studied. It is shown that for neutrally buoyant, monodispersed particulate suspensions, the probability of jamming increases with the particle concentration. There also exists a critical particle concentration (ϕ*) for spontaneous bridging, which depends on the ratio of pore size to particle size, the flow velocity, the particle-fluid density contrast, and the flow geometry leading to the constriction. The ϕ* has a strong dependence on the outlet-to-particle relative size (Ro). For 1.5 ≤ Ro ≤ 2.5, a direct transition from a flowing state to a jammed state was observed. For Ro ≥ 3, the flowing state typically transitioned to a dense state characterized by the accumulation of particles near the constriction before jamming. Increasing the inlet-to-particle relative size (Rip) lowers ϕ* by increasing the number of particles arriving at the constriction simultaneously. The effect of changing Rip is more pronounced at high Ro when the probability of bridging is lower. A high fluid velocity increases particle interactions near the constriction and accelerates the onset of bridging. However, no distinct effect of velocity on ϕ* was observed in this study. A higher particle-to-fluid density ratio (ρp/ρf) increases the probability of bridging and leads to a lower ϕ* in a given constriction geometry. 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This paper presents a coupled CFD-DEM approach to simulate the flow of particulate suspensions in the intermediate concentration regime where solid volume concentration is 1% &lt; ϕ &lt; 50%. In particular, hydrodynamic multi-particle bridging during flow through a single constriction in a rectangular channel is studied. It is shown that for neutrally buoyant, monodispersed particulate suspensions, the probability of jamming increases with the particle concentration. There also exists a critical particle concentration (ϕ*) for spontaneous bridging, which depends on the ratio of pore size to particle size, the flow velocity, the particle-fluid density contrast, and the flow geometry leading to the constriction. The ϕ* has a strong dependence on the outlet-to-particle relative size (Ro). For 1.5 ≤ Ro ≤ 2.5, a direct transition from a flowing state to a jammed state was observed. For Ro ≥ 3, the flowing state typically transitioned to a dense state characterized by the accumulation of particles near the constriction before jamming. Increasing the inlet-to-particle relative size (Rip) lowers ϕ* by increasing the number of particles arriving at the constriction simultaneously. The effect of changing Rip is more pronounced at high Ro when the probability of bridging is lower. A high fluid velocity increases particle interactions near the constriction and accelerates the onset of bridging. However, no distinct effect of velocity on ϕ* was observed in this study. A higher particle-to-fluid density ratio (ρp/ρf) increases the probability of bridging and leads to a lower ϕ* in a given constriction geometry. 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This paper presents a coupled CFD-DEM approach to simulate the flow of particulate suspensions in the intermediate concentration regime where solid volume concentration is 1% &lt; ϕ &lt; 50%. In particular, hydrodynamic multi-particle bridging during flow through a single constriction in a rectangular channel is studied. It is shown that for neutrally buoyant, monodispersed particulate suspensions, the probability of jamming increases with the particle concentration. There also exists a critical particle concentration (ϕ*) for spontaneous bridging, which depends on the ratio of pore size to particle size, the flow velocity, the particle-fluid density contrast, and the flow geometry leading to the constriction. The ϕ* has a strong dependence on the outlet-to-particle relative size (Ro). For 1.5 ≤ Ro ≤ 2.5, a direct transition from a flowing state to a jammed state was observed. For Ro ≥ 3, the flowing state typically transitioned to a dense state characterized by the accumulation of particles near the constriction before jamming. Increasing the inlet-to-particle relative size (Rip) lowers ϕ* by increasing the number of particles arriving at the constriction simultaneously. The effect of changing Rip is more pronounced at high Ro when the probability of bridging is lower. A high fluid velocity increases particle interactions near the constriction and accelerates the onset of bridging. However, no distinct effect of velocity on ϕ* was observed in this study. A higher particle-to-fluid density ratio (ρp/ρf) increases the probability of bridging and leads to a lower ϕ* in a given constriction geometry. The effect saturates at higher ρp/ρfwhen gravitational forces completely dominate over viscous drag forces. ϕ* is also found to decrease with increasing angle of constriction convergence (θ) for θ &lt; 30°, but increases beyond that at θ=60∘.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.ijmultiphaseflow.2016.05.001</doi><tpages>19</tpages><orcidid>https://orcid.org/0000-0001-8125-2557</orcidid><orcidid>https://orcid.org/0000-0002-4377-6007</orcidid></addata></record>
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subjects Bridging
CFD-DEM
Constriction
Constrictions
Fluid dynamics
Fluid flow
Hydrodynamic bridging
Hydrodynamics
Jamming
Joining
Particulate flow
Simulation
title Coupled CFD-DEM simulation of hydrodynamic bridging at constrictions
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