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Computer simulation of channel processes

B ShokirovTashkent Institute of Irrigation and Agricultural Mechanization Engineers, Waterpower exploitation and pumping stations, 100000, Tashkent, Kara-Niyaziy strBekhzod NorkulovTashkent Institute of Irrigation and Agricultural Mechanization Engineers, Waterpower exploitation and pumping stations, 100000, Tashkent, Kara-Niyaziy strKh NishanbaevTashkent Institute of Irrigation and Agricultural Mechanization Engineers, Waterpower exploitation and pumping stations, 100000, Tashkent, Kara-Niyaziy strM KhurazbaevTashkent Institute of Irrigation and Agricultural Mechanization Engineers, Waterpower exploitation and pumping stations, 100000, Tashkent, Kara-Niyaziy strB NazarovTashkent Institute of Irrigation and Agricultural Mechanization Engineers, Waterpower exploitation and pumping stations, 100000, Tashkent, Kara-Niyaziy str
E3S Web of Conferencesjournal2019en
ABI

Abstract

The article discusses the results of numerical studies of flow movement with a sharp change in the channel parameters. The numerical study of the flow in the channels and rivers creates the possibility of a multivariate forecast of channel processes, rivers, and requires minimal expenditures. The purpose of the study is to determine the main objectives and directions of research in the area under consideration. A mathematical model and a computer program have been developed that allow solving a wide range of tasks for modelling currents in the channels of various difficulties, taking into account daily regulation. This makes it possible to identify and proactively take measures, such as: determining the time to reach the flow along the channel; the establishment of water volume flow in an arbitrary channel; taking emergency measures to regulate the incoming residual volume of water after its termination into the system, in the event of an accident at pumping stations; identification of the nature and direction of channel processes; prevention of undermining of supports and damage to power lines passing through the channel, and many other engineering tasks. The developed tested mathematical model allows in real conditions and in real time to help the operational services of large channels in the operational management of actions, in emergency situations, and the choice of the most effective, at any point in time, measures to minimize the consequences. Analysis of the results of many researchers has created the opportunity for the authors of this article to conclude that the above system of hydrodynamic equations is applicable in mathematical modelling of motion, taking into account the transverse circulation of the flow.

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