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    Appraisal of Source Head Methods for Calculating Reliability of Water Distribution Networks

    Source: Journal of Water Resources Planning and Management:;2001:;Volume ( 127 ):;issue: 004
    Author:
    T. T. Tanyimboh
    ,
    M. Tabesh
    ,
    R. Burrows
    DOI: 10.1061/(ASCE)0733-9496(2001)127:4(206)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a new way of interpreting the results of the traditional demand-driven network analysis as an approximation to pressure-driven simulation so as to calculate the reliability of single-source networks. The approach is useful because most network modeling software packages use the demand-driven analysis approach and are incapable of simulating pressure-deficient conditions properly. The formulation draws from recent developments in pressure-driven simulation and can be used to calculate the reliability of an entire water distribution network or that of the individual demand nodes. The method herein is probabilistic in that the random nature of link failures is accounted for. Using a sample network, it is shown that the method has several advantages including simplicity and a very high computational efficiency.
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      Appraisal of Source Head Methods for Calculating Reliability of Water Distribution Networks

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    http://yetl.yabesh.ir/yetl1/handle/yetl/39702
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    contributor authorT. T. Tanyimboh
    contributor authorM. Tabesh
    contributor authorR. Burrows
    date accessioned2017-05-08T21:07:40Z
    date available2017-05-08T21:07:40Z
    date copyrightAugust 2001
    date issued2001
    identifier other%28asce%290733-9496%282001%29127%3A4%28206%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39702
    description abstractThis paper presents a new way of interpreting the results of the traditional demand-driven network analysis as an approximation to pressure-driven simulation so as to calculate the reliability of single-source networks. The approach is useful because most network modeling software packages use the demand-driven analysis approach and are incapable of simulating pressure-deficient conditions properly. The formulation draws from recent developments in pressure-driven simulation and can be used to calculate the reliability of an entire water distribution network or that of the individual demand nodes. The method herein is probabilistic in that the random nature of link failures is accounted for. Using a sample network, it is shown that the method has several advantages including simplicity and a very high computational efficiency.
    publisherAmerican Society of Civil Engineers
    titleAppraisal of Source Head Methods for Calculating Reliability of Water Distribution Networks
    typeJournal Paper
    journal volume127
    journal issue4
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(2001)127:4(206)
    treeJournal of Water Resources Planning and Management:;2001:;Volume ( 127 ):;issue: 004
    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