Determination of the constriction size distribution of granular filters by filtration tests

Jessica Sjah, E. Vincens

Research output: Contribution to journalArticlepeer-review

19 Citations (Scopus)

Abstract

SUMMARY: This paper presents the calibration of an experiment based on filtration tests, able to provide the cumulative constriction size distribution of granular materials. Here, simulations of these tests are performed using a discrete element method. Filters of same density but different thicknesses are created with a poly-sized spherical material. Lateral periodic boundaries for the samples are used, and their size is calibrated so that a representative elementary volume is obtained. Fine particles are released on the created samples, and the particle size distribution of the collected material that successfully crossed the filters is computed. These particle size distributions are related to the underlying cumulative constriction size distribution (CSD) of the granular material involved in the samples. The CSD is derived using a probabilistic approach for the path length of individual particles through a granular material. We settle all the requisites related to the technique and to the fine particles that are released to allow reaching a correct CSD for the filter. The reference CSD used for the calibration of the experiment is obtained after a radical partition of the void space into Delaunay tetrahedra and a geometrical characterisation of constrictions on each tetrahedron face.

Original languageEnglish
Pages (from-to)1231-1246
Number of pages16
JournalInternational Journal for Numerical and Analytical Methods in Geomechanics
Volume37
Issue number10
DOIs
Publication statusPublished - 1 Jul 2013

Keywords

  • Constrictions
  • Delaunay tessellation
  • DEM
  • Filtration
  • Granular material
  • Void network

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