Name
Zarubin Valerij Valerjevich
Scholastic degree
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Academic rank
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Honorary rank
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Organization, job position
Novocherkassk Engineering Meliorative Institute named after A.K. Kortunov
Web site url
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Articles count: 1
In this article we consider the method of hydraulic
calculation of dead-end channels with the numerical
solutions of differential equations of motion of water.
Dead-end channels are of interest for carrying out
simulation studies, because they may be used for the
simulation of water accounting and water distribution
in the domestic inter-farm network. In order to
improve management of water supply to consumers in
the water distribution sites, in many irrigation systems
there is an additional capacity in the form of a
regulation pool. The applied method of active control
of light distribution is expected to use the existing
capacity of irrigation canals with automatic regulators
to block the plants. When there is a complete
disconnection of water consumers, the volumes in
pools of water irrigation channel are redistributed to
provide the command area in the water distribution
nodes at any given time. This result can be achieved by
automatic control of the level changes in individual
pools of the channel in order to redistribute the
volumes to backup pools of individual. Search and
selection of the necessary rule of automatic controls
can achieve the following objectives: to implement
effective processes and management of water supply
regulation in the specified node; maximize the use of
volume tail water channels, preventing the threat of
overflow channels; minimize the loss of irrigation
water discharge