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dc.contributor.authorBordbar, Milad
dc.date.accessioned2026-08-20T11:00:06Z
dc.date.available2026-08-20T11:00:06Z
dc.date.copyright2025/08/18
dc.date.issued2025
dc.identifier.otherJHEND8.HYENG-14247.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311556
dc.description.abstractAbstractIn investigating the unsteady transient pressurized pipe flows, including the water hammer (WH) phenomenon, accurate prediction of the pressure head history, mean velocity, and wall shear stress is crucial. In this regard, the quasi-two-...
dc.publisherAmerican Society of Civil Engineers
dc.titleAnalytical Solution of Quasi-Two-Dimensional Method for Unsteady Transient Pressurized Pipe Flows in the Time Domain
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue6
dc.journal.titleJournal of Hydraulic Engineering
dc.identifier.doi10.1061/JHEND8.HYENG-14247
dc.journal.fristpage04025035-1
dc.journal.lastpage04025035-13
dc.page13
dc.treeJournal of Hydraulic Engineering:;2025:;Volume ( 151 ):;issue: 006
dc.contenttypeFulltext


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