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    Analytical Solution of Quasi-Two-Dimensional Method for Unsteady Transient Pressurized Pipe Flows in the Time Domain

    Source: Journal of Hydraulic Engineering:;2025:;Volume ( 151 ):;issue: 006::page 04025035-1
    Author:
    Bordbar, Milad
    DOI: 10.1061/JHEND8.HYENG-14247
    Publisher: American Society of Civil Engineers
    Abstract: AbstractIn 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-...
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      Analytical Solution of Quasi-Two-Dimensional Method for Unsteady Transient Pressurized Pipe Flows in the Time Domain

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4311556
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    contributor authorBordbar, Milad
    date accessioned2026-08-20T11:00:06Z
    date available2026-08-20T11:00:06Z
    date copyright2025/08/18
    date issued2025
    identifier otherJHEND8.HYENG-14247.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311556
    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-...
    publisherAmerican Society of Civil Engineers
    titleAnalytical Solution of Quasi-Two-Dimensional Method for Unsteady Transient Pressurized Pipe Flows in the Time Domain
    typeJournal Article
    journal volume151
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/JHEND8.HYENG-14247
    journal fristpage04025035-1
    journal lastpage04025035-13
    page13
    treeJournal of Hydraulic Engineering:;2025:;Volume ( 151 ):;issue: 006
    contenttypeFulltext
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