CALCULATION OF WATER HAMMER WITH INCREASE IN PRESSURE WITH RUPTURE OF FLOW CONTINUITY

dc.contributor.author	Sobir Jonkobilov
dc.contributor.author	U.U.Jonkobilov
dc.contributor.author	B.U.Jonkobilov
dc.date.accessioned	2025-10-27T06:12:48Z
dc.date.available	2025-10-27T06:12:48Z
dc.date.issued	2025
dc.identifier.issn	2582-4686
dc.identifier.uri	https://dspace.kstu.uz/xmlui/handle/123456789/924
dc.description.abstract	The article presents a study on the determination of the maximum pressure of a hydraulic shock, taking into account the rupture of the flow discontinuity. Calculated analytical dependences for determining the maximum pressure of a hydraulic shock, taking into account the profile of pressure pipelines, are obtained. The reliability of the obtained dependencies is justified by experimental studies.	en_US
dc.language.iso	en	en_US
dc.publisher	THE MULTIDISIPLINARY JOURNAL OF SCIENCE AND TECHNOLOGY	en_US
dc.relation.ispartofseries	5;6
dc.subject	water hammer from pressure increase, pumping unit, pump, flow continuity break, pipeline strength, real liquid.	en_US
dc.title	CALCULATION OF WATER HAMMER WITH INCREASE IN PRESSURE WITH RUPTURE OF FLOW CONTINUITY	en_US
dc.type	Article	en_US