Investigation of questions related to the stability of the thrust slopes of earthen dams subject to rapid drawdown of the reservoir level is currently extremely urgent. Reservoirs are rapidly drawn down both at daily-regulated hydroprojects, and during emergency discharges to the tailrace, and evacuation of trenches. Analysis of the performance of the upper wedge of a dam during rapid emptying of the reservoir indicated that its stability is appreciably diminished by the effect of hydrodynamic forces directed toward the upper pool. A procedure for determination of the direction of the hydrodynamic forces and construction of streamlines and lines of equal heads under conditions of nonsteady filtration during rapid lowering of the reservoir level has yet to be sufficiently formulated. To continue study of these phenomena, we have conducted model investigations to determine the influence exerted by a rapid drop in water level in reservoirs on the stability of the thrust slopes of earthen dams with a core. A “slotted” model was used to investigate the process. This is a special type of model, in which study of filtration is based on the analogy between the laminar movement of a liquid between two parallel plates and plane filtration in the soil. It was first used by E. A. Zamarin in a filtration study [1]. The flow of liquid in a thin slot formed by plates under appropriate boundary conditions is a filtration-flow model. The boundary conditions for the slotted model are realized by the same means as for a model created from soil. In the impermeable sections of the boundary perimeter, the slot is blocked by a partition impermeable to water. In sections of the boundary perimeter where the head is constant, the thin slot transitions into a broad slot playing the role of the open reservoir. As for the depression curves and the surfaces leaking filtration flow onto slope, they are formed on the slotted model itself. This method makes it possible to record the mechanical “trajectory” of liquid particles in any region of the slope. The dimensions of the model are determined by the clearance dimensions of the laboratory, and by convenience of observation during the experiment. We selected a model with a height of 20 cm and an embankment slope of 1:2 (Fig. 1). The width of the slot was 1.3 and 5.3 mm for the slope and pool, respectively. In Fig. 1, the zone investigated is indicated by the hatchures (the thrust slope of the dam). The slot into which the liquid flows is bounded on one side by sight glass, and on the other by the profile of the dam (model of slope), which is fashioned from glass. In conducting the experiment, the liquid overflows from the region with the small slot width (1.3 mm) into the broader slot. This process is similar to filtration in an actual soil. In the case of gravity filtration when the scale of the heads is assumed to be linear, the head at each point of the filtration flow in the field is expressed in terms of the head at the corresponding point of the model in accordance with the formula