Comparative analysis of the hydraulic characteristics of worn-out metal water pipes calculated according to the formulas of different authors

Purpose: To compare the results of the hydraulic calculation of metal water pipes according to three known dependencies. Methods: The calculated dependencies used to perform the hydraulic calculation of metal water pipes are determined. Results: It is proposed to perform a hydraulic calculation of worn metal water pipes with internal deposits according to the refined formula of F.A. Sheveleva, which takes into account the thickness of the sediment layer for pressure losses in pipes and has sufficient accuracy. Conclusion: It is recommended to use the refined formula of Professor F.A. Shevelev for hydraulic calculations of pipes, taking into account the change in their actual internal diameter due to the formation of a time-varying layer of internal deposits.

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Publication Details

Journal
Gradostroitelʹstvo i arhitektura
Published
2024-12-17
DOI
https://doi.org/10.17673/vestnik.2024.04.10
Citations
2
Primary Topic
Engineering and Agricultural Innovations
Type
article
Field-Weighted Citation Impact
1.20
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article

Comparative analysis of the hydraulic characteristics of worn-out metal water pipes calculated according to the formulas of different authors

Oleg A. Prodous, Dmitriy Shlychkov, Petr P. Yakubchik, Egor S. Smolin
2 citations
Gradostroitelʹstvo i arhitektura
Engineering and Agricultural Innovations
1.20
article

Comparative analysis of the hydraulic characteristics of worn-out metal water pipes calculated according to the formulas of different authors

Oleg A. Prodous, Dmitriy Shlychkov, Petr P. Yakubchik, Egor S. Smolin
article en
2 citations

Abstract

Purpose: To compare the results of the hydraulic calculation of metal water pipes according to three known dependencies. Methods: The calculated dependencies used to perform the hydraulic calculation of metal water pipes are determined. Results: It is proposed to perform a hydraulic calculation of worn metal water pipes with internal deposits according to the refined formula of F.A. Sheveleva, which takes into account the thickness of the sediment layer for pressure losses in pipes and has sufficient accuracy. Conclusion: It is recommended to use the refined formula of Professor F.A. Shevelev for hydraulic calculations of pipes, taking into account the change in their actual internal diameter due to the formation of a time-varying layer of internal deposits.

Gradostroitelʹstvo i arhitekturaVol. 14(4)
Moscow State University of Civil Engineering (RU), Petersburg State Transport University (RU)
Openalex Percentile: Top 18%
Engineering and Agricultural Innovations
1.20
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