Fundamentals of hydraulic calculations of water softening structures in drip irrigation technology (in case of Zarafshan river)
Аsror Yangiev“Tashkent Institute of Irrigation and Agricultural Mechanization Engineers” National Research University, Tashkent, UzbekistanKlara SalyamovaInstitute of Mechanics and Seismic Stability of Structures of the Academy of Sciences of the Republic of Uzbekistan, Tashkent, UzbekistanGaliya OmarovaTaraz Regional University named after M.Kh.Dulaty, Taraz, KazakhstanDilmurat Adjimuratov“Tashkent Institute of Irrigation and Agricultural Mechanization Engineers” National Research University, Tashkent, UzbekistanSh. N. Azizov“Tashkent Institute of Irrigation and Agricultural Mechanization Engineers” National Research University, Tashkent, UzbekistanB. SerikkhanovTaraz Regional University named after M.Kh.Dulaty, Taraz, Kazakhstan
ABI
Abstract
This article presents the results of field studies on the study of the process of sediment settling in the settling tanks of the drip irrigation system carried out on farms in the Akdarya and Ishtikhan districts of the Samarkand region, which are supplied with water from the Zarafshan River. Calculation of the process of settling sediments in sedimentation tanks was carried out according to the method of A.G.Khachatryan, and a graph of the relationship between the length of the sedimentation tank and the degree of sediment clarification was determined. As a result, recommendations have been developed to substantiate the optimal parameters of sedimentation tanks for various natural conditions.
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