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    Sizing Municipal Storage Tanks Based on Reliability Criteria

    Source: Journal of Water Resources Planning and Management:;2008:;Volume ( 134 ):;issue: 006
    Author:
    Jakobus E. van Zyl
    ,
    Olivier Piller
    ,
    Yves le Gat
    DOI: 10.1061/(ASCE)0733-9496(2008)134:6(548)
    Publisher: American Society of Civil Engineers
    Abstract: Municipal storage tanks are used to balance differences in supply and demand. Tanks have traditionally been sized based on deterministic criteria for balancing, fire, and emergency storage components. In this paper a stochastic analysis method is proposed to model both the deterministic and probabilistic components of consumer demand, fire demand, and pipe failures in water distribution systems. The method estimates a number of tank reliability criteria as functions of tank capacity, which provide a site-specific way of determining the required tank capacity based on user-defined reliability criteria. The method is illustrated by applying it to a “typical” water supply system. It was found that the tank failure duration follows a Weibull distribution. The tank failure rate was found to be very sensitive to tank capacity and can be described with an exponential distribution. It is proposed that one failure in
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      Sizing Municipal Storage Tanks Based on Reliability Criteria

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40192
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    contributor authorJakobus E. van Zyl
    contributor authorOlivier Piller
    contributor authorYves le Gat
    date accessioned2017-05-08T21:08:24Z
    date available2017-05-08T21:08:24Z
    date copyrightNovember 2008
    date issued2008
    identifier other%28asce%290733-9496%282008%29134%3A6%28548%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40192
    description abstractMunicipal storage tanks are used to balance differences in supply and demand. Tanks have traditionally been sized based on deterministic criteria for balancing, fire, and emergency storage components. In this paper a stochastic analysis method is proposed to model both the deterministic and probabilistic components of consumer demand, fire demand, and pipe failures in water distribution systems. The method estimates a number of tank reliability criteria as functions of tank capacity, which provide a site-specific way of determining the required tank capacity based on user-defined reliability criteria. The method is illustrated by applying it to a “typical” water supply system. It was found that the tank failure duration follows a Weibull distribution. The tank failure rate was found to be very sensitive to tank capacity and can be described with an exponential distribution. It is proposed that one failure in
    publisherAmerican Society of Civil Engineers
    titleSizing Municipal Storage Tanks Based on Reliability Criteria
    typeJournal Paper
    journal volume134
    journal issue6
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(2008)134:6(548)
    treeJournal of Water Resources Planning and Management:;2008:;Volume ( 134 ):;issue: 006
    contenttypeFulltext
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