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    Probabilistic Analysis of Transient Design for Water Supply Systems

    Source: Journal of Water Resources Planning and Management:;2010:;Volume ( 136 ):;issue: 006
    Author:
    Huan-Feng Duan
    ,
    Yeou-Koung Tung
    ,
    Mohamed S. Ghidaoui
    DOI: 10.1061/(ASCE)WR.1943-5452.0000074
    Publisher: American Society of Civil Engineers
    Abstract: Systematic transient analysis in water supply systems is intended to determine the reliability of water supply and the integrity of hydraulic devices when hydraulic transients (i.e., water hammers) occur. In the analysis, parameters such as wavespeed, pipe diameter, friction, and others, usually considered as known inputs in traditional water hammer models, are actually subject to uncertainties due to natural or human behaviors. The paper considers these uncertainties and investigates their effects on the reliability of water transportation systems and water supply networks under transient conditions with or without protection devices. In addition, the optimization of transient protection devices is also evaluated based on the probabilistic analysis. The results show that the probabilistic analysis method could inspect the influence of the different input uncertainties on the system responses under transient conditions and provide detailed information on the design for water supply systems and protection devices. A one-dimensional water hammer model of pipe fluid systems and Monte Carlo simulation method are used in this investigation.
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      Probabilistic Analysis of Transient Design for Water Supply Systems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/69926
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    contributor authorHuan-Feng Duan
    contributor authorYeou-Koung Tung
    contributor authorMohamed S. Ghidaoui
    date accessioned2017-05-08T22:03:09Z
    date available2017-05-08T22:03:09Z
    date copyrightNovember 2010
    date issued2010
    identifier other%28asce%29wr%2E1943-5452%2E0000118.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69926
    description abstractSystematic transient analysis in water supply systems is intended to determine the reliability of water supply and the integrity of hydraulic devices when hydraulic transients (i.e., water hammers) occur. In the analysis, parameters such as wavespeed, pipe diameter, friction, and others, usually considered as known inputs in traditional water hammer models, are actually subject to uncertainties due to natural or human behaviors. The paper considers these uncertainties and investigates their effects on the reliability of water transportation systems and water supply networks under transient conditions with or without protection devices. In addition, the optimization of transient protection devices is also evaluated based on the probabilistic analysis. The results show that the probabilistic analysis method could inspect the influence of the different input uncertainties on the system responses under transient conditions and provide detailed information on the design for water supply systems and protection devices. A one-dimensional water hammer model of pipe fluid systems and Monte Carlo simulation method are used in this investigation.
    publisherAmerican Society of Civil Engineers
    titleProbabilistic Analysis of Transient Design for Water Supply Systems
    typeJournal Paper
    journal volume136
    journal issue6
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)WR.1943-5452.0000074
    treeJournal of Water Resources Planning and Management:;2010:;Volume ( 136 ):;issue: 006
    contenttypeFulltext
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