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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(s): Bordbar, Milad
    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 ...
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