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    Time-Line Interpolation Errors in Pipe Networks

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 003
    Author:
    Masashi Shimada
    ,
    Jim Brown
    ,
    Della Leslie
    ,
    Alan Vardy
    DOI: 10.1061/(ASCE)0733-9429(2006)132:3(294)
    Publisher: American Society of Civil Engineers
    Abstract: An exact method of assessing numerical errors in analyses of unsteady flows in pipe networks is introduced. The assessment is valid for fixed-grid method of characteristics analyses using time-line interpolations. A pipe polynomial transfer matrix is developed and is analogous to transfer function matrices used in free oscillation theory. The influence of reachback is assessed by comparing exact numerical predictions using a polynomial transfer matrix with exact analytical predictions obtained using free oscillation theory. The investigation is part of a long-term project aimed at automating the selection of numerical grid sizes in unsteady flow analyses. The eventual goal is to enable users of unsteady flow software to prescribe required degrees of accuracy instead of specifying the numerical grid itself. This paper is only a first step toward the long-term aim, but it is a big step toward an intermediate objective of providing exact benchmarking data for the assessment of approximate methods of automatic grid selection.
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      Time-Line Interpolation Errors in Pipe Networks

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    contributor authorMasashi Shimada
    contributor authorJim Brown
    contributor authorDella Leslie
    contributor authorAlan Vardy
    date accessioned2017-05-08T20:45:24Z
    date available2017-05-08T20:45:24Z
    date copyrightMarch 2006
    date issued2006
    identifier other%28asce%290733-9429%282006%29132%3A3%28294%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26077
    description abstractAn exact method of assessing numerical errors in analyses of unsteady flows in pipe networks is introduced. The assessment is valid for fixed-grid method of characteristics analyses using time-line interpolations. A pipe polynomial transfer matrix is developed and is analogous to transfer function matrices used in free oscillation theory. The influence of reachback is assessed by comparing exact numerical predictions using a polynomial transfer matrix with exact analytical predictions obtained using free oscillation theory. The investigation is part of a long-term project aimed at automating the selection of numerical grid sizes in unsteady flow analyses. The eventual goal is to enable users of unsteady flow software to prescribe required degrees of accuracy instead of specifying the numerical grid itself. This paper is only a first step toward the long-term aim, but it is a big step toward an intermediate objective of providing exact benchmarking data for the assessment of approximate methods of automatic grid selection.
    publisherAmerican Society of Civil Engineers
    titleTime-Line Interpolation Errors in Pipe Networks
    typeJournal Paper
    journal volume132
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2006)132:3(294)
    treeJournal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 003
    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