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    Quadratic‐Equation Inaccuracy for Water Hammer 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 011
    Author(s): Anton Bergant; Angus Simpson
    Publisher: American Society of Civil Engineers
    Abstract: The standard solution of a quadratic equation is applied for modeling several boundary conditions (such as orifice, valve, and pump) in the water-hammer analysis of pipelines by the method of characteristics. Numerical ...
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    Jacobian Matrix for Solving Water Distribution System Equations with the Darcy-Weisbach Head-Loss Model 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 006
    Author(s): Angus Simpson; Sylvan Elhay
    Publisher: American Society of Civil Engineers
    Abstract: The widely used Todini and Pilati method for solving the equations that model water distribution systems was originally developed for pipes in which the head loss is modeled by the Hazen-Williams formula. The friction ...
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    Closure to “Single-Event Leak Detection in Pipeline Using First Three Resonant Responses” by Jinzhe Gong, Martin F. Lambert, Angus R. Simpson, and Aaron C. Zecchin 

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 002
    Author(s): Jinzhe Gong; Martin Lambert; Angus Simpson; Aaron Zecchin
    Publisher: American Society of Civil Engineers
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    Numerical Error in Weighting Function-Based Unsteady Friction Models for Pipe Transients 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 007
    Author(s): John Vítkovský; Mark Stephens; Anton Bergant; Angus Simpson; Martin Lambert
    Publisher: American Society of Civil Engineers
    Abstract: The accurate simulation of pressure transients in pipelines and pipe networks is becoming increasingly important in water engineering. Applications such as inverse transient analysis for condition assessment, leak detection, ...
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    Pipeline Break Detection Using Pressure Transient Monitoring 

    Source: Journal of Water Resources Planning and Management:;2005:;Volume ( 131 ):;issue: 004
    Author(s): Dalius Misiunas; John Vítkovský; Gustaf Olsson; Angus Simpson; Martin Lambert
    Publisher: American Society of Civil Engineers
    Abstract: Sudden pipe breaks occur in water transmission pipelines and distribution mains. The consequences of these breaks can be very expensive because of the service interruption, the cost of repair, and damage to surrounding ...
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