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MATHEMATICAL MODELING OF THE DETERMINATION OF LOCAL RESISTANCE IN THE WATER SUPPLY SYSTEM AND PRESSURE LOSS IN PIPES BY TRANSITION AREAS

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dc.contributor.authorM. A. Musajonov
dc.date.accessioned2025-12-28T20:19:15Z
dc.date.issued2023-11-30
dc.description.abstractIn this article, calculation work was carried out through a novel mathematical model of calculation using the formulas Nikuradze, Stokes, Blazius, Altshunya, Ciphrinsonva, Darcy-Veysbach and related developments in practical application of the local resistance generated in the water supply system in flowing streams in water pipes. In this case, it is possible to determine the Reynolds number, hydraulic resistance coefficient and pressure loss, calculated according to the fluid flow in the pipe.
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dc.identifier.urihttps://sjird.journalspark.org/index.php/sjird/article/view/850
dc.identifier.urihttps://asianeducationindex.com/handle/123456789/13694
dc.language.isoeng
dc.publisherJournals Park Publishing
dc.relationhttps://sjird.journalspark.org/index.php/sjird/article/view/850/816
dc.sourceSpectrum Journal of Innovation, Reforms and Development; Vol. 21 (2023); 274-282
dc.source2751-1731
dc.subjectLocal resistance, sharp expansion, sharp narrowing, flat narrowing, hydraulic resistance, equivalent roughness, Reynolds number, piezometric slope, laminar motion, turbulent motion, critical velocity.
dc.titleMATHEMATICAL MODELING OF THE DETERMINATION OF LOCAL RESISTANCE IN THE WATER SUPPLY SYSTEM AND PRESSURE LOSS IN PIPES BY TRANSITION AREAS
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typePeer-reviewed Article

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