Calculation of river deformation under conditions of regulated flow of Amu-Darya
Ilhom A. IbragimovBukhara Institute of Natural Resources Management of the National Research University of Tashkent Institute of Irrigation and Agricultural Mechanization EngineersD I InomovBukhara Institute of Natural Resources Management of the National Research University of Tashkent Institute of Irrigation and Agricultural Mechanization EngineersA I RamazonovBukhara Institute of Natural Resources Management of the National Research University of Tashkent Institute of Irrigation and Agricultural Mechanization EngineersN Q IdievBukhara Institute of Natural Resources Management of the National Research University of Tashkent Institute of Irrigation and Agricultural Mechanization EngineersManas B. MakhmudovBukhara Institute of Natural Resources Management of the National Research University of Tashkent Institute of Irrigation and Agricultural Mechanization Engineers
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Abstract In this paper, the authors present the deformation equation in the form of a system of nonlinear non-stationary differential equations. They are presented in partial products describing the deformations occurring in the river. This paper presents a mathematical model and an algorithm for calculating channel deformations in the inflowless section of channel processes. The system of non-stationary differential equations has been provided in the work. The presentation concerns the construction of hydroelectric power plants on the Amu-Darya river.
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