Boundaries of flow change in an array of structures with an inclined slope

The purpose of the research is to substantiate an effective technology for use reinforced soil in hydraulic engineering facilities. main task develop calculation methods and compare them with results model studies. article uses physical modeling structures made soil. It develops theoretical foundations by introducing obtained data on full-scale structures. values dimensionless coefficients corresponding gradients various times are given tabular form, which convenient calculating operational parameters. To clarify change boundary filtration flow over time, experiments were carried out a slotted tray. graphically depicts studies experiments; discrepancy between experimental curves changing time no more than 4%.