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    Water Distribution Reliability: Simulation Methods

    Source: Journal of Water Resources Planning and Management:;1988:;Volume ( 114 ):;issue: 003
    Author:
    Janet M. Wagner
    ,
    Uri Shamir
    ,
    David H. Marks
    DOI: 10.1061/(ASCE)0733-9496(1988)114:3(276)
    Publisher: American Society of Civil Engineers
    Abstract: Following a companion paper on analytical methods, this paper presents simulation as a complementary method for analyzing the reliability of water distribution networks. For this simulation, the distribution system is modeled as a network whose pipes and pumps are subject to failure. Nodes are targeted to receive a given supply at a given head. If this head is not attainable, supply at the node is reduced. Pumps and pipes fail randomly, according to probability distributions with user‐specified parameters. Several reliability measures are estimated with this simulation. Confidence intervals are also supplied for some of these reliability measures. Simulation results are presented for a small network (ten nodes) and a larger network (sixteen nodes). Simulation enables computation of a much broader class of reliability measures than do analytical methods, but it requires considerably more computer time and its results are less easy to generalize. It is therefore recommended that analytical and simulation methods be used together when assessing the reliability of a system and considering improvements.
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      Water Distribution Reliability: Simulation Methods

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    http://yetl.yabesh.ir/yetl1/handle/yetl/38903
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    contributor authorJanet M. Wagner
    contributor authorUri Shamir
    contributor authorDavid H. Marks
    date accessioned2017-05-08T21:06:24Z
    date available2017-05-08T21:06:24Z
    date copyrightMay 1988
    date issued1988
    identifier other%28asce%290733-9496%281988%29114%3A3%28276%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38903
    description abstractFollowing a companion paper on analytical methods, this paper presents simulation as a complementary method for analyzing the reliability of water distribution networks. For this simulation, the distribution system is modeled as a network whose pipes and pumps are subject to failure. Nodes are targeted to receive a given supply at a given head. If this head is not attainable, supply at the node is reduced. Pumps and pipes fail randomly, according to probability distributions with user‐specified parameters. Several reliability measures are estimated with this simulation. Confidence intervals are also supplied for some of these reliability measures. Simulation results are presented for a small network (ten nodes) and a larger network (sixteen nodes). Simulation enables computation of a much broader class of reliability measures than do analytical methods, but it requires considerably more computer time and its results are less easy to generalize. It is therefore recommended that analytical and simulation methods be used together when assessing the reliability of a system and considering improvements.
    publisherAmerican Society of Civil Engineers
    titleWater Distribution Reliability: Simulation Methods
    typeJournal Paper
    journal volume114
    journal issue3
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1988)114:3(276)
    treeJournal of Water Resources Planning and Management:;1988:;Volume ( 114 ):;issue: 003
    contenttypeFulltext
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