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dc.contributor.authorUtban Ahmed
dc.contributor.authorMuhammad Waqar
dc.contributor.authorMohamed S. Ghidaoui
dc.date.accessioned2025-08-17T22:47:14Z
dc.date.available2025-08-17T22:47:14Z
dc.date.copyright7/1/2025 12:00:00 AM
dc.date.issued2025
dc.identifier.otherJHEND8.HYENG-14022.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307448
dc.description.abstractA long-standing discussion is whether the existence of branching or looping pipes hinders or improves the transient response of a water conveying pipe system. We show theoretically and numerically that the role of side branches and loops can be gauged by considering their relevant dimensionless Helmholtz numbers. Specifically, we establish the following two regimes in terms of Helmholtz numbers: (1) one in which the role of the side branches and the loops is negligible; and (2) another in which the side branches and the loops are crucial to the transient analysis of the complete pipe system.
dc.publisherAmerican Society of Civil Engineers
dc.titleHelmholtz Numbers: Deciphering the Role of Side Branches and Loops in Pipe Systems
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue4
dc.journal.titleJournal of Hydraulic Engineering
dc.identifier.doi10.1061/JHEND8.HYENG-14022
dc.journal.fristpage04025020-1
dc.journal.lastpage04025020-11
dc.page11
dc.treeJournal of Hydraulic Engineering:;2025:;Volume ( 151 ):;issue: 004
dc.contenttypeFulltext


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