Author:
Ibragimov I A,Inomov D I,Ramazonov A I,Idiev N Q,Makhmudov M B
Abstract
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.
Reference6 articles.
1. Movement of High-Flood Waters in Channels in Conditions of Regulated Water Flow;Ibragimov;International Journal of Innovative Analyses and Emerging Technology,2021
2. Hydromorphological dependences of the meandering riverbed forms in the lower course of the Amu-Darya river;Ibragimov;IOP Conference Series: Earth and Environmental Science,2022
3. Applicability of zero-dimensional equations to forecast non-conservative components concentration in water bodies;Krutov;IOP Conference Series: Materials Science and Engineering,2020
4. The influence of the shape the living section of the pressureless machine channel and the roughness of its wetted surface on the hydraulic resistance;Uralov;IOP Conf Ser.: Mater. Sci. Eng.,2020
5. Dependence of the wetting rate of the loess base on the moisture conditions;Xujakulov;E3S Web of Conferences,2021