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    Modeling Dynamic Behavior of Water Distribution Systems for Control Purposes

    Source: Journal of Water Resources Planning and Management:;2021:;Volume ( 147 ):;issue: 008::page 04021043-1
    Author:
    Bogumil Ulanicki
    ,
    Philippe Beaujean
    DOI: 10.1061/(ASCE)WR.1943-5452.0001403
    Publisher: ASCE
    Abstract: Water distribution systems (WDSs) are becoming equipped with advanced feedback loops, which require specialized methods and software tools to model such systems. The aim of this work is to demonstrate the usefulness of the rigid water column (RWC) model to analyze the dynamic interactions between these loops and system stability. Our work fills the gap between extended period simulation, which is used for steady state analysis, and transient simulation, which is used for surge analysis. The paper proposes a generic dynamic WDS model where pipes are represented by the RWC model, while control valves, pumps, and tanks are represented by algebraic or ordinary differential equations. The model has been implemented in the MATLAB/SIMULINK environment, which provides a rich library of control components and algorithms for implemention of complex mathematical models. An industrial case study that prompted the development of the methodology is also presented.
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      Modeling Dynamic Behavior of Water Distribution Systems for Control Purposes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4270632
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    contributor authorBogumil Ulanicki
    contributor authorPhilippe Beaujean
    date accessioned2022-01-31T23:57:11Z
    date available2022-01-31T23:57:11Z
    date issued8/1/2021
    identifier other%28ASCE%29WR.1943-5452.0001403.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270632
    description abstractWater distribution systems (WDSs) are becoming equipped with advanced feedback loops, which require specialized methods and software tools to model such systems. The aim of this work is to demonstrate the usefulness of the rigid water column (RWC) model to analyze the dynamic interactions between these loops and system stability. Our work fills the gap between extended period simulation, which is used for steady state analysis, and transient simulation, which is used for surge analysis. The paper proposes a generic dynamic WDS model where pipes are represented by the RWC model, while control valves, pumps, and tanks are represented by algebraic or ordinary differential equations. The model has been implemented in the MATLAB/SIMULINK environment, which provides a rich library of control components and algorithms for implemention of complex mathematical models. An industrial case study that prompted the development of the methodology is also presented.
    publisherASCE
    titleModeling Dynamic Behavior of Water Distribution Systems for Control Purposes
    typeJournal Paper
    journal volume147
    journal issue8
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)WR.1943-5452.0001403
    journal fristpage04021043-1
    journal lastpage04021043-15
    page15
    treeJournal of Water Resources Planning and Management:;2021:;Volume ( 147 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian