Determination of flow rate and velocity of fluids in a non-pressurized pipeline
M. OtakhanovTashkent Institute of Irrigation and Agricultural Mechanization Engineers, National Research University, Tashkent, UzbekistanElza TursunovaTashkent Institute of Architecture and Civil Engineering, Navoi Str., 13, 100011 Tashkent, UzbekistanA. KhoshimovTashkent Institute of Irrigation and Agricultural Mechanization Engineers, National Research University, Tashkent, UzbekistanJamila XusanovaTashkent Institute of Irrigation and Agricultural Mechanization Engineers, National Research University, Tashkent, UzbekistanD. BakhromovaTashkent Institute of Irrigation and Agricultural Mechanization Engineers, National Research University, Tashkent, Uzbekistan
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This article discusses the importance and principles of hydraulic calculations in in non-pressurized pipelines. The main hydraulic elements of flow in a non-pressurized pipe are determined depending on the radius of the pipe. The most efficient hydraulic cross section R=f(h) for fluid flow in a non-pressurized pipe was scientifically substantiated for the depth and diameter of the flow through a functional relationship.
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