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    Simulating Control Valves in Water Distribution Systems as Pipes of Variable Resistance

    Source: Journal of Water Resources Planning and Management:;2018:;Volume ( 144 ):;issue: 011
    Author:
    Gorev Nikolai B.;Gorev Vyacheslav N.;Kodzhespirova Inna F.;Shedlovsky Igor A.;Sivakumar P.
    DOI: 10.1061/(ASCE)WR.1943-5452.0001002
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a simple valve simulation method integrable into the global gradient algorithm (GGA), which is widely used in hydraulic analysis of water distribution systems. In the proposed method, valves are treated as pipes whose resistance is adjusted in the course of the GGA iteration to meet the valve setting. This method features a unified approach to pressure control and flow control valves. Comparison tests on example networks have shown that the proposed method computes the same results as an independent optimization-based method in a comparable number of iterations and copes with the cases where EPANET 2 produces incorrect results. The proposed method may easily be integrated into existing GGA-based hydraulic solvers, in particular into that of EPANET 2.
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      Simulating Control Valves in Water Distribution Systems as Pipes of Variable Resistance

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    contributor authorGorev Nikolai B.;Gorev Vyacheslav N.;Kodzhespirova Inna F.;Shedlovsky Igor A.;Sivakumar P.
    date accessioned2019-02-26T07:47:09Z
    date available2019-02-26T07:47:09Z
    date issued2018
    identifier other%28ASCE%29WR.1943-5452.0001002.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249369
    description abstractThis paper presents a simple valve simulation method integrable into the global gradient algorithm (GGA), which is widely used in hydraulic analysis of water distribution systems. In the proposed method, valves are treated as pipes whose resistance is adjusted in the course of the GGA iteration to meet the valve setting. This method features a unified approach to pressure control and flow control valves. Comparison tests on example networks have shown that the proposed method computes the same results as an independent optimization-based method in a comparable number of iterations and copes with the cases where EPANET 2 produces incorrect results. The proposed method may easily be integrated into existing GGA-based hydraulic solvers, in particular into that of EPANET 2.
    publisherAmerican Society of Civil Engineers
    titleSimulating Control Valves in Water Distribution Systems as Pipes of Variable Resistance
    typeJournal Paper
    journal volume144
    journal issue11
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)WR.1943-5452.0001002
    page6018008
    treeJournal of Water Resources Planning and Management:;2018:;Volume ( 144 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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