Translated from Gidrotekhnicheskoe Stroitel 'stvo, No. 8, August 2007, pp. 42 -48. Circulation due to wind-generated pile-up contributes to effective flow regulation.Regulation of water quality by the method selective draw-off is one of the most effective means of controlling the formulation of the composition of the water that enters into the lower pools of reservoirs. Selective draw-off from lowflow rigidly stratified water bodies exerts a particularly strong influence on the parameters of the water composition in the lower pool. By varying the flow rate of water through near-bottom intake portals, or portals situated above, water with various concentrations of impurities, which are characteristic of corresponding layers in the reservoir in advance of the dam, may be released into the lower pool. The temperature, concentration of suspended matter, and chemical and biological composition of the water in the lower pools of hydroprojects are altered with such flow regulation. An analysis of the effects of regulation of water composition due to dispatcher shunting of flow during selective draw-off is given in [1 -4]. It is demonstrated that selective draw-off will have a preferential effect on the properties of the water released to the lower pool. The structure of the temperature fields of the water and impurity concentrations in the upper pool is altered only in the region near the dam. The major role played by wind intensities, which give rise to circulation flows, is noted in the formulation of the distribution of water-composition parameters.The integral Richardson number Ri u or the Froude density number Fr dare used as stability criteria of a stratified flow drawn into a bottom intake portal (Fig. 1a), where g is the acceleration of free fall, U and Äñ are the flow velocity and difference between the densities ñ of the liquids in the flow and above it, which are averaged over the thickness z u of the near-bottom stratified flow.In defining the thickness of the flow z u = z m + Äz m , the value of Äz m (thickness of the mixing layer) is determined as twice the height of the inflection point on the U(z) profile above the level z m at the maximum velocity U m = U(z m ) (Fig. 1a) [5].The flow that has been established normally corresponds to an Fr d value ranging from 0.3 to 0.5. If Fr d > 0.5, the region of outflow formulation will encompass the stratum of water from the surface to the bottom, and integral in lieu of selected draw-off will occur. Theoretical velocity profiles of the flow in advance of the intake, which are sufficiently representative of the actual flow, are required to improve the accuracy of these assessments.According to results cited in [1], the thickness din of the layer drawn-off is defined by the function d n in u = ae è ç ç ö ø ÷ ÷ 714 1 3 2 1 6 , , x K N Dwhere x D is the distance from the discharge portal, K u , í, and N g z = Dr r u are the coefficients of kinematic turbulent and molecular viscosity, and the buoyancy frequency (Brunt -Vaisala), which are averaged over the thickness...