In the practice of constructing underground hydraulic structures, conditions often arise that require careful attention to gas forecasting. Such forecasting can be based on an analysis of the geological and tectonic structure of the area, a study of the mineral composition, degree of lithogenesis, rock chemistry, temperature and gas composition, groundwater sources, etc. The problem of ensuring the reliability of underground structures is complicated by the high seismicity of the areas in question, significant natural stresses, often comparable to the strength of the rock, and the presence of faults along tunnel routes.

Keywords: water inflow, geology, landslides, tunnels, orogenic regions, tectonic processes, relief, exogenous processes, clay, loam, limestone

In the practice of hydraulic engineering construction, especially in mountainous and foothill areas, quite often there are conditions under which it is economically advantageous to build a dam reservoir from heterogeneous local materials with different filtration characteristics. As a rule, in such areas near the site of the future dam there is not enough homogeneous construction soil that meets all the requirements. However, it is possible to find soils that differ in water permeability, but in sufficient quantity for the construction of the body of this dam.

Keywords: reservoir, dam, filtration, soil, section, pool, anti-seepage core, flow, slope

When studying the problems of water filtration to a single horizontal imperfect drain of finite length, in a system of interacting horizontal imperfect drains, it is necessary to consider spatial (three-dimensional) filtration problems. Unlike flat (two-dimensional) problems, spatial filtering has been studied in less detail, since it is difficult to obtain rigorous solutions to their problems.

Keywords: water supply facilities, filtration, equipotentials, drainage, borehole, pressure reservoir, drain, pressure, inflow, reservoir, watercourse