In this article is shown the sequence of hydro-geological monitoring of the rock-mass condition while conducting mining works of «Admiralteiskaya» underground station escalator tunnel. Are revealed flow laws of underground water in natural conditions; is considered influence of atmospheric pressure on the hydrostatic one. Also are drawn preliminary conclusions of escalator tunnel mining (using hydro-cantledge) influence on pressures in rock-mass.
Is considered the method of modeling geofiltration processes for simulating the planned pumping test on the diamond deposit named of V.P.Grib and of interpretation carried out by pumping test in the field of coal mine «Kotinskaya» in the Kuzbass. Are drown conclusions about effectiveness increase of experimental-flow works with using simulating modeling by experiment optimization and improvement of self-descriptiveness on interpretation stage by taking to the account more detailed investigation of hydro conditions.
