A NUMERICAL-MODEL FOR FLOW OF GRANULAR-MATERIALS IN SILOS, PART 2 - MODEL VALIDATION

A hybrid numerical model based on finite-element and discrete-element methods was verified for modelling the flow of granular materials in s ilos or bins. Laboratory experiments involving gravity flow of soybean from a parallel wall bin with length-to-width ratio of three (state o f plane strain) were carried out for different outlet widths. Computer simulations successfully matched most of the observed features of the physical tests. The results showed that the maximum wall pressure occ urs near the top of the hopper in the transition region from parallel to convergent flow. The ratio of the dynamic pressure to the static pr essure at the level of transition ranged from 2.5 to 3.6 depending upo n the width of the outlet. (C) 1997 Silsoe Research Institute.