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    Competent Genetic-Evolutionary Optimization of Water Distribution Systems 

    Source: Journal of Computing in Civil Engineering:;2001:;Volume ( 015 ):;issue: 002
    Author(s): Z. Y. Wu; A. R. Simpson
    Publisher: American Society of Civil Engineers
    Abstract: A genetic algorithm has been applied to the optimal design and rehabilitation of a water distribution system. Many of the previous applications have been limited to small water distribution systems, where the computer time ...
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    Fast Graph Matrix Partitioning Algorithm for Solving the Water Distribution System Equations 

    Source: Journal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 001
    Author(s): J. Deuerlein; S. Elhay; A. R. Simpson
    Publisher: American Society of Civil Engineers
    Abstract: In this paper a method that determines the steady-state hydraulics of a water distribution system, the graph matrix partitioning algorithm (GMPA), is presented. This method extends the technique of separating the linear ...
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    Determining the Internal Wall Condition of a Water Pipeline in the Field Using an Inverse Transient 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 003
    Author(s): M. L. Stephens; M. F. Lambert; A. R. Simpson
    Publisher: American Society of Civil Engineers
    Abstract: The application of inverse transient analysis (ITA) to estimate the location and magnitude of lost lining and internal corrosion of metal pipelines is demonstrated for a field pipeline. The method uses a transient model ...
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    Steady-State Behavior of Large Water Distribution Systems: Algebraic Multigrid Method for the Fast Solution of the Linear Step 

    Source: Journal of Water Resources Planning and Management:;2012:;Volume ( 138 ):;issue: 006
    Author(s): A. C. Zecchin; P. Thum; A. R. Simpson; C. Tischendorf
    Publisher: American Society of Civil Engineers
    Abstract: The Newton-based global gradient algorithm (GGA) (also known as the Todini and Pilati method) is a widely used method for computing the steady-state solution of the hydraulic variables within a water distribution system ...
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    Parameter Identification in Pipeline Networks: Transient-Based Expectation-Maximization Approach for Systems Containing Unknown Boundary Conditions 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 006
    Author(s): A. C. Zecchin; M. F. Lambert; A. R. Simpson; L. B. White
    Publisher: American Society of Civil Engineers
    Abstract: The simulation of hydraulic transients within fluid line networks is important for many applications (for example, water hammer analysis within distribution networks). However, in many instances, modeling efforts are impeded ...
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    Closure to “Systematic Evaluation of One-Dimensional Unsteady Friction Models in Simple Pipelines” by J. P. Vítkovský, A. Bergant, A. R. Simpson, and M. F. Lambert 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author(s): J. P. Vítkovský; A. Bergant; A. R. Simpson; M. F. Lambert
    Publisher: American Society of Civil Engineers
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    Calibrating the Water-Hammer Response of a Field Pipe Network by Using a Mechanical Damping Model 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 010
    Author(s): M. L. Stephens; M. F. Lambert; A. R. Simpson; J. P. Vitkovsky
    Publisher: American Society of Civil Engineers
    Abstract: Hydraulic transient field tests have been conducted in a water distribution network. Existing transient models are applied to model the measured responses, but poor matches are obtained apart from the estimation of the ...
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