Methods of improving the operation of a dam-less water intake taking into account the hydraulic and alliance regimes of the river

This article examines the movement of suspended and bottom sediments in the flow, which is considered as a complex problem in the process of water intake from rivers and canals for energy needs or national economy with dam-less water intakes. The article presents the results of the analysis of experimental and field studies conducted by the authors of the existing problems of assessing the intensity of channel processes in the territory of the dam-less water intake of the Amu Darya River. As well as the development of hydraulic regimes and flow regimes of sediment flow for the proposed structures based on experimental and in-kind studies for the proposed structures, which is the main goal of research work. During the experimental studies, measurements of depth, flow rate and, on this basis, changes in water flow rate were made, which were initially elements of flow rate in straight and curved channels.

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