The short outlook at main problems related to pollutant migration modelling in the granular layer is critically discussed in the paper. The general model of pollutant migration in granular was transposed into dimensionless form. The general model was adapted to describe the examined decontamination technology and two operational models were differentiated due to the dominant mass transfer resistances in the system. The verification validated the functional effectiveness of the suggested model and its numerical implementation under different conditions. It approves the possibility of the practical application of the proposed method. The problem of influence of irregular distribution of negative mass sources (sorptivc agglomerates) on mass transport in the granular layer was underlined.

Demonstrating the impact of time-dependent ground adsorption capacity on the change in chemical composition of groundwater is an important issue in understanding the groundwater mass transport process. Commonly used parameters characterizing ground adsorption capacity (Ra, ��xu = ux/Ra, Δ ������ C�� ) were analyzed in this work to demonstrate time-varying values of this capacity for a chosen type of ground. Analysis of values of the selected parameters showed a gradual time decline in ground adsorption capacity as well as a gradual increase of groundwater contamination. This gradual increase in groundwater contamination over time is also important in practice. It implies the necessity to use more and more advanced (expensive) methods of water treatment in groundwater intakes.