A check of water pollution and alluviation of natural basins and hydraulic structures involves the conduction of on-site measurements of the characteristics of the suspended sediment and currents ~ransporting them. An evaluation of the present state of the problem of silation of the pools of hydroelectric stations due to the accumulation of the sediment load of rivers in them with consideration of the consequences of this process [9] indicates the need for such investigations for improving methods of prediction and prevention of sediment accumulation. For this purpose, a i0-year cycle of work devoted to a detailed study of the bottom sediment-transporting flow was performed on the Nurek reservoir. The creation of new means and methods of recording the main parameters of the thermally stratified current with suspended sediment was required for accomplishing the investigations. The developed complex of equipment of the indicated purpose, methods, and some measurement results are presented here.The bottom flow in the Nurek reservoir is formed at the debouchment of the Vakhsh River, the cold, turbid waters of which form a stratified current with an average thickness h = 20 m, length up to 30 km wlth a maximum velocity U = 60 cm/sec (Fig. i). In different seasons the suspended sediment concentration S in the flow varied from 5 to 300.10 -5 g/cm ~, the differences of the water temperatures AT in the bottom flow and above its upper boundary was plus 0.6-minus 6eC. The rise of the level of the bottom of the axial line of the flow due to deposition of sediment was on average 7 m per year in the first stage of operation of the reservoir [5]. The density of the suspended material Ps = 2.5 g/cm 3, the particle size d did not exceed 70 ~m.The equipment for recording the parameters of the density current was created on the basis of the experience of the 1972-1980 field trips. The results of these investigations showed that the development of measuring instruments and methods should be carried out with consideration of the following natural conditions and technical requirements:i. For a thickness of the density current of 15-30 m at depths up to 300 m it is advisable to use equipment with a cable connection lowered from an anchored ship. Wave action, as a rule, is insignificant, since the effect of the wind isconsiderable only when its direction coincides with the principal axis of the reservoir.2. The density of the water 0 in the current is determined from the data of measuring the suspended sediment concentration S and temperature T as 0 = (i --S/Ps)Pw(T) is the density of water without suspended sediment.3. The axial line of the flow passes through points with maximum depths at the sections. Consideration of this factor facilitates a determination of the current direction.4. The equipment should be suitable for taking measurements from onboard a boat or pontoon without powerful hoisting mechanisms. In this case, it is necessary to provide the possibility of prompt and sufficiently accurate measurements of horizontal and ver...