ALGORITHM FOR DETERMINING THE NON-WASH RATE OF A TRAPESIADAL CHANNEL FLOW WITH A GRANULAR GRUNT
Keywords:
grunt channels, deformation, velocity, water flow, open water seeps, flow depth, particle density, trapesiadal channels, bottom of flow.Abstract
Being one of the criteria that assess the quality of water obtained from River hydrozels for use in various sectors of the world economy, is the amount of river flows that fall in the channels. Despite the large number of sources of literature on the issue to be investigated, no complete solution to the problem of leak transport has currently been found. Therefore, in the future, it is required to improve the calculation methods for determining the non-flushing rates of flow and the consumption of leaks in the channels that are designed and operated without coverage. From these, great attention is paid to the development of effective accounting methods for the design, construction and reliable operation of grunted channels in the USA, Germany, the Netherlands, France, Russia, China, Uzbekistan and other countries, taking into account various factors that lead to transverse and longitudinal deformations. In the world, special attention is paid to targeted R & D work dedicated to the development of accounting methods to prevent deformations in grunted channels and these negative consequences. Therefore, one of the problematic questions today is the development of technologies and new methods for increasing the ability to transport water flow in deformable channels. To do this, it becomes necessary to take into account various factors that affect the deformation of the gutter.
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