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    Water Distribution Network Reliability: Stochastic Simulation

    Source: Journal of Infrastructure Systems:;1996:;Volume ( 002 ):;issue: 002
    Author:
    Shu-li Yang
    ,
    Nien-Sheng Hsu
    ,
    Peter W. F. Louie
    ,
    William W-G. Yeh
    DOI: 10.1061/(ASCE)1076-0342(1996)2:2(65)
    Publisher: American Society of Civil Engineers
    Abstract: Stochastic simulation is applied in a reliability analysis of a regional water distribution network. To complement the connectivity-based reliability analysis presented in the companion paper, the proposed stochastic simulation is aimed at evaluating the impacts of component failures on meeting demand at a certain quantity level. Simulation is conducted in a manner such that a sampling experiment of the system performance is repeated a sufficient number of times and the results are analyzed to obtain the desired reliability index. Given the mean time to failure and repair time of links, a large number of synthetic system conditions are generated and operations of system under the different conditions are simulated. Stochastic simulation of the system is conducted with a highly efficient embedded generalized network flow model (EMNET) to determine the optimal system operations for each scenario. The proposed reliability analysis method is applied to the water distribution network of the Metropolitan Water District of Southern California (MWDSC).
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      Water Distribution Network Reliability: Stochastic Simulation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/48015
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    contributor authorShu-li Yang
    contributor authorNien-Sheng Hsu
    contributor authorPeter W. F. Louie
    contributor authorWilliam W-G. Yeh
    date accessioned2017-05-08T21:21:02Z
    date available2017-05-08T21:21:02Z
    date copyrightJune 1996
    date issued1996
    identifier other%28asce%291076-0342%281996%292%3A2%2865%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48015
    description abstractStochastic simulation is applied in a reliability analysis of a regional water distribution network. To complement the connectivity-based reliability analysis presented in the companion paper, the proposed stochastic simulation is aimed at evaluating the impacts of component failures on meeting demand at a certain quantity level. Simulation is conducted in a manner such that a sampling experiment of the system performance is repeated a sufficient number of times and the results are analyzed to obtain the desired reliability index. Given the mean time to failure and repair time of links, a large number of synthetic system conditions are generated and operations of system under the different conditions are simulated. Stochastic simulation of the system is conducted with a highly efficient embedded generalized network flow model (EMNET) to determine the optimal system operations for each scenario. The proposed reliability analysis method is applied to the water distribution network of the Metropolitan Water District of Southern California (MWDSC).
    publisherAmerican Society of Civil Engineers
    titleWater Distribution Network Reliability: Stochastic Simulation
    typeJournal Paper
    journal volume2
    journal issue2
    journal titleJournal of Infrastructure Systems
    identifier doi10.1061/(ASCE)1076-0342(1996)2:2(65)
    treeJournal of Infrastructure Systems:;1996:;Volume ( 002 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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