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    Discussion of “<i>Analysis and Stability of Closed Surge Tanks</i>” by M. Hanif Chaudhry, Mostafa A. Sabbah, and John E. Fowler (July, 1985) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author(s): A. Betâmio de Almeida
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Fundamental Equations of Waterhammer</i>” by E. Benjamin Wylie (April, 1984) 

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 008
    Author(s): A. Betamio de Almeida
    Publisher: American Society of Civil Engineers
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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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    Standing Wave Difference Method for Leak Detection in Pipeline Systems 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 012
    Author(s): Dídia Covas; Helena Ramos; A. Betâmio de Almeida
    Publisher: American Society of Civil Engineers
    Abstract: The current paper focuses on leakage detection in pipe systems by means of the standing wave difference method (SWDM) used for cable fault location in electrical engineering. This method is based on the generation of a ...
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