Abstract
To prevent emergency situations during the flood period, a set of measures to monitor the dam status of the Sherubay-Nurinsk reservoir was carried out. The investigation included a total station survey of the cross-section contour at 100 meters along the characteristic points of the dam. The method of georadar scanning was also used. According to the data obtained, the dam stability was calculated in the software Slider 7.0. The selection of sites for static and filtration stability calcula-tions was carried out on the basis of the available geodetic survey of the actual state of the reservoir dam. Analysis of the results of the calculation of the stability of the dam slopes showed that the structure is in a stable state, as the resulting safety factors vary from 1.874 to 2.729, which is much higher than the standard level, which is equal to the value of 1.26 for the II class of construction.