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Scientific-technical journal

Abstract

This article discusses a variable flow rate flow along a path in a closed horizontal pipeline taking into account slope and hydraulic resistance. Formulas are given that take into account the associated water inflow to the drainage pipes, as well as the amount of suspended particles that penetrate together with water through the slots of the drainage pipes.

First Page

23

Last Page

28

References

[1]. Veksler A.V. Osnovnie uravneniya odnorazmernogo ruslovogo vzvesenesushego potoka // Zailenie vodoxranilish i borba s nim. M.: Kolos, 1970. – 156 s. [2]. Voynich-Syanojentskiy T.G., Lomtatidze V.G., Tavartkiladze N.E. O turbulentnom techenii dvuxfaznogo vodovozdushnogo potoka s peremennim rasxodom vdol puti // Izvestiya TNISGEI. 1960. № 12 (46). S. 134 – 138. [3]. Kiselev P.G. Dvijenie jidkosti s peremennoy massoy // Voprosi gidrotexniki. Sb. trudov MISI. 1955. № 5. S. 43 – 55. [4]. Knoroz B.S. Beznaporniy gidrotransport i yego raschet // Izvestiya VNIIG. 1951. S. 56 – 61. [5]. XamidovA.A., Xudaykulov S.I. Teoriya struy mnogofaznoy vyazkoy jidkosti. Tashkent: Fan, 2003. – 140 s. [6]. Latipov K.SH., Pulatov A. Opredelenie nekotorix parametrov zakritogo gorizontalnogo drenaja // Izvestiya AN Uz. Ser. tex. nauk. 1963. № 1. S. 35 – 37

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