Dimensional analysis for clogging of grains in two and three dimensions

We conduct standard dimensional analysis (Vaschy-Buckingham Π theorem) for the mean avalanche size 〈s〉 when particles flow through, and clog at, a small orifice on the base of a flat-bottomed silo. We consider the effect of particle diameter d, orifice diameter D, particle density ρ, particle Young's modulus E, and acceleration of gravity g. We both perform discrete element method simulations and compile available data in the literature in order to sample the parameter space. We find that our simulations and data across many experiments and simulations of frictional grains are consistent with the scaling equation ln(〈s〉+1)=A_{α}[(D/d)^{α}-1]+B_{α}sqrt[ρgd/E^{1}], where A_{α} and B_{α} are empirical constants and α is the dimensionality of the system (α=2 and α=3 for two dimensions and three dimensions, respectively). This expression successfully synthesizes the clogging behavior of a number of related clogging systems and motivates future extensions to more complex configurations involving, for example, very low friction particles or external vibrations.

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Publication Details

Journal
Physical review. E
Published
2025-11-14
DOI
https://doi.org/10.1103/g9yk-7pf1
Primary Topic
Granular flow and fluidized beds
Type
article
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article

Dimensional analysis for clogging of grains in two and three dimensions

Luis A. Pugnaloni, Ryan Kozlowski, Julián Montero
Physical review. E
Granular flow and fluidized beds
article

Dimensional analysis for clogging of grains in two and three dimensions

Luis A. Pugnaloni, Ryan Kozlowski, Julián Montero
article en

Abstract

We conduct standard dimensional analysis (Vaschy-Buckingham Π theorem) for the mean avalanche size 〈s〉 when particles flow through, and clog at, a small orifice on the base of a flat-bottomed silo. We consider the effect of particle diameter d, orifice diameter D, particle density ρ, particle Young's modulus E, and acceleration of gravity g. We both perform discrete element method simulations and compile available data in the literature in order to sample the parameter space. We find that our simulations and data across many experiments and simulations of frictional grains are consistent with the scaling equation ln(〈s〉+1)=A_{α}[(D/d)^{α}-1]+B_{α}sqrt[ρgd/E^{1}], where A_{α} and B_{α} are empirical constants and α is the dimensionality of the system (α=2 and α=3 for two dimensions and three dimensions, respectively). This expression successfully synthesizes the clogging behavior of a number of related clogging systems and motivates future extensions to more complex configurations involving, for example, very low friction particles or external vibrations.

Physical review. EVol. 112(6)
College of the Holy Cross (US), Universidad Nacional de La Pampa (AR), Centro Científico Tecnológico - Tucumán (AR)
Openalex Percentile: Top 60%
Granular flow and fluidized beds
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