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    Timescale Behavior of the Wall Shear Stress in Unsteady Laminar Pipe Flows 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 005
    Author(s): José Abreu; A. Betâmio de Almeida
    Publisher: American Society of Civil Engineers
    Abstract: Based on two-dimensional (2D) flow model simulations, the effects of the radial structure of the flow (e.g., the nonuniformity of the velocity profile) on the pipe wall shear stress,
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    Flow Modeling in Pressurized Systems Revisited 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 011
    Author(s): José Abreu; Enrique Cabrera; Joaquín Izquierdo; Jorge García-Serra
    Publisher: American Society of Civil Engineers
    Abstract: Assuming 1D flow in pressurized systems, transient analyses can be performed using a number of well-established models. In the short-term timescale, practical problems are solved using either elastic or rigid models, whereas ...
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    Influence of Liquid Length Variation in Hydraulic Transients 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 012
    Author(s): Enrique Cabrera; José Abreu; Rafael Pérez; Antonio Vela
    Publisher: American Society of Civil Engineers
    Abstract: When a problem of hydraulic transients with entrapped air in pipelines and/or with water‐column separation is tackled, the variation of the length of the liquid column is not usually taken into account. In this paper (due ...
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