A Hydraulic Impact Theory and Calculation with Breaking Flow Continuity

The article presents the theoretical studies results of hydraulic shock with flow continuity rupture in the pressure the pumping station pipeline. Calculated dependencies are obtained for calculating the shock pressure magnitude and the first period duration of reduced pressure, taking into account the hydraulic resistance along the pipeline length in the discontinuity event in the flow. The calculation results are compared with the Professor D.N. Smirnov"-™s experiments results.Comparative calculations using the proposed method with D.N. Smirnov experimental data gives a satisfactory agreement and confirms the proposed method reliability. Ulugmurad Jonkobilov Umbarovich | Sobir Jonkobilov Ulugmuradovich | Ulug"-™bek Rajabov Mamashoevich | Shuhrat Khoshiyev Panjiyevich "A Hydraulic Impact Theory and Calculation with Breaking Flow Continuity" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Special Issue | Modern Trends in Scientific Research and Development, Case of Asia , October 2020, URL: https://www.ijtsrd.com/papers/ijtsrd37970.pdf Paper Url :https://www.ijtsrd.com/economics/other/37970/a-hydraulic-impact-theory-and-calculation-with-breaking-flow-continuity/ulugmurad-jonkobilov-umbarovich