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

loading.default
thumbnail.default.alt

item.page.date

item.page.authors

item.page.journal-title

item.page.journal-issn

item.page.volume-title

item.page.publisher

Journals Park Publishing

item.page.abstract

In 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.

item.page.description

item.page.citation

item.page.collections

item.page.endorsement

item.page.review

item.page.supplemented

item.page.referenced