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    Condition Assessment of Water Supply Infrastructure

    Source: Journal of Infrastructure Systems:;1997:;Volume ( 003 ):;issue: 001
    Author:
    Rafael G. Quimpo
    ,
    Sue-Jen Wu
    DOI: 10.1061/(ASCE)1076-0342(1997)3:1(15)
    Publisher: American Society of Civil Engineers
    Abstract: A capacity-weighted reliability surface is suggested as a tool to assess the condition of deteriorating water supply infrastructure. A method is developed for calculating the spatial variation in reliability throughout a water distribution network. The method considers the reliability to meet demands at nodes to depend on the reliability and hydraulic capacity of all the network elements leading from the sources. Using a measure of network connectivity, point values of the reliability of water supply at demand nodes are calculated. An efficient algorithm is developed to adjust these point values in order to account for the carrying capacities of the components linking the source of water to the demand points. The adjusted values are then contoured to define the reliability surface. The surface may be used as an aid for prioritizing the maintenance and rehabilitation of the water distribution network.
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      Condition Assessment of Water Supply Infrastructure

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    http://yetl.yabesh.ir/yetl1/handle/yetl/48030
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    contributor authorRafael G. Quimpo
    contributor authorSue-Jen Wu
    date accessioned2017-05-08T21:21:03Z
    date available2017-05-08T21:21:03Z
    date copyrightMarch 1997
    date issued1997
    identifier other%28asce%291076-0342%281997%293%3A1%2815%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48030
    description abstractA capacity-weighted reliability surface is suggested as a tool to assess the condition of deteriorating water supply infrastructure. A method is developed for calculating the spatial variation in reliability throughout a water distribution network. The method considers the reliability to meet demands at nodes to depend on the reliability and hydraulic capacity of all the network elements leading from the sources. Using a measure of network connectivity, point values of the reliability of water supply at demand nodes are calculated. An efficient algorithm is developed to adjust these point values in order to account for the carrying capacities of the components linking the source of water to the demand points. The adjusted values are then contoured to define the reliability surface. The surface may be used as an aid for prioritizing the maintenance and rehabilitation of the water distribution network.
    publisherAmerican Society of Civil Engineers
    titleCondition Assessment of Water Supply Infrastructure
    typeJournal Paper
    journal volume3
    journal issue1
    journal titleJournal of Infrastructure Systems
    identifier doi10.1061/(ASCE)1076-0342(1997)3:1(15)
    treeJournal of Infrastructure Systems:;1997:;Volume ( 003 ):;issue: 001
    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
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