A Hydraulic Impact Theory and Calculation with Breaking Flow Continuity

Sobir Jonkobilov Ulugmuradovich; Ulug’bek Rajabov Mamashoevich | Shuhrat Khoshiyev Panjiyevich; Ulugmurad Jonkobilov Umbarovich

Title:
A Hydraulic Impact Theory and Calculation with Breaking Flow Continuity

Authors:
Ulugmurad Jonkobilov Umbarovich | Sobir Jonkobilov Ulugmuradovich | Ulug’bek Rajabov Mamashoevich | Shuhrat Khoshiyev Panjiyevich

Cite This Article :

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, pp.122-126, URL: https://www.ijtsrd.com/papers/ijtsrd37970.pdf

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Abstract :
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.

Keywords :
water hammer, pressure pipeline, water hammer pressure, flow continuity rupture, reduced pressure duration, check valve, vacuum, friction head losses

Publication Details:

Unique Identification Number : IJTSRD37970

Published In : Special Issue | Modern Trends in Scientific Research and Development, Case of Asia, October 2020

Page Number(s) : 122-126

Publisher Name : IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470

Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

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