Abstract
1. Modeling of the processes of the interaction between outlet works and their foundation during passage of a flow by means of a model of the structure isolated from the channel, the flexibility index of which is less than unity, should be considered most correct, making it possible to completely reveal the mechanism of the effect of the flow on the structure and the reaction of the model of the foundation. 2. Construction of the model as a primary detector made it possible to determine the main force parameters of the effect of the hydraulic jump on the basin and the frequency characteristics of the process of interaction of the basin and foundation. 3. The character of oscillations of the basin model depends only on the method of supporting the model on the elastic foundation, and therefore for important structures it is necessary to model the base by trial and error.
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