For calculations of designs accumulating, running (dampering) bunkers design procedures of the elementary forms the vertical cylinder or even slot-hole capacity with vertical parallel walls are used and processes of movement of a material are not considered in any way at release. The method of calculation for the combined form of the bunker in view of physicomechanical properties of a material of loading and walls of the bunker (a corner of a natural slope, bulk weight, factors of friction between particles of a material and particles about walls of the bunker is offered at rest and movement of a material) on the basis of use of model of the discrete environment in the form of regular stacking spheres.
