IMPROVING SUPERVISORY CONTROL WATER DISTRIBUTION OF IRRIGATION CANALS RECLAMATION SYSTEMS

Abstract

Background: Examine issues of dispatching management of water distribution systems in the reclamation channels using a systematic approach. Materials and methods: Integrated automated control systems are actively developed implemented to manage water distribution in irrigation canals. It needs to take into account the dynamic processes of water flow while the automation of water distribution in open channel irrigation network system must. Imitating mathematical modeling of water distribution during transient driving mode is the process of studying the dynamic properties of these automated control systems on the basis of analytic solutions of differential equations in partial derivatives. Results: Algorithms and mathematical models in the form of a software package, which describes the behavior of object of control, while it’s depending on its condition, control actions and possible disturbances. The elements functional water distribution mathematical model constructed on the basis of control algorithms taking into account the work of the majority of water consumers “on demand”. Conclusion: Based on the simulation and field research there were presented recommendations on the calculation of the propagation time of the disturbance waves in open channels, regarding the selection and appointment of the optimum parameters of channels and structures on them, the lengths of the calculated areas, slope of the bottom of the distribution channels, pressures and quantities shutter opens on structures, the choice of cross-sections sections of the channels for the installation of control equipment at unsteady flow regime.

Keywords

• диспетчерское управление
• управление водораспределением
• неустановившееся течение воды
• математическая модель
• локальный регулятор