Fundamentals of hydraulic calculation of settling tanks and the choice of their optimal parameters (in the drip irrigation system)

The study of sedimentation processes in the clarifiers drip irrigation system was carried out fields farms Bukhara, Kogon, Peshku, and Romiton districts Bukhara region, which are supplied with water from Amudarya river. During research, methods field observation, generally accepted hydraulics, comparing experimental results hydraulic calculations were used. Hydraulic calculation turbid process sediments performed by A.G.Khachatryan method. As a result, graph relationship between settling length rate mud developed for different consumption. tank increases, i.e., 41 m long is 30-40%, while that 800 70-80%. If 20 ha land irrigated 6 plots, then 3.33 each plot. norm required 1 cotton on 900-950 m3, average 250-300 m3 / ha. 2 chambers 10 x 40 (depth 2-2.5 m) taken chamber, first 35-40% distilled passes into second 8 hours, it becomes another 35-45 %, clear can be sent to through pumping units. In such cases, should constantly chamber ditch until end