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. MakhmudovInstitute of Natural Resources
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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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