Refined Dependencies for Hydraulic Calculations of Water Supply Pipelines

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The results of a theoretical analysis of the hydraulic regularities of turbulent flows in water supply pipelines with different roughness levels of the inner surface walls are presented. Based on this analysis, refined analytical dependencies were obtained for the distribution of averaged local velocities across the pipeline cross-section, hydraulic friction coefficients, and the ratio of the mean flow velocity to the maximum. It was established that the determining parameter of these dependencies is the relative hydraulic thickness of the boundary layer, which depends on the type and magnitude of the internal surface roughness of the pipeline and the Reynolds number. The validity of the proposed dependencies is confirmed by their correspondence with reliable experimental data obtained in specialized laboratories and with well-known classical dependencies of the semi-empirical theory of turbulent flows in pipelines. Compared to existing models, the refined dependencies are expressed in explicit form, more accurately meet the boundary conditions of turbulent flow, and do not complicate practical calculations. Based on experimental data for hydraulically smooth and rough pipes of various types, numerical parameter values for the proposed formulas were determined.

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23-31

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April 2026

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© 2026 Trans Tech Publications Ltd. All Rights Reserved

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