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    General Model for Water-Distribution Pipe Breaks: Development, Methodology, and Application to a Small City in Quebec, Canada

    Source: Journal of Pipeline Systems Engineering and Practice:;2014:;Volume ( 005 ):;issue: 001
    Author:
    Babacar Toumbou
    ,
    Jean-Pierre Villeneuve
    ,
    Guillaume Beardsell
    ,
    Sophie Duchesne
    DOI: 10.1061/(ASCE)PS.1949-1204.0000135
    Publisher: American Society of Civil Engineers
    Abstract: To model water-pipe breaks a generalization is proposed of an approach where a Weibull exponential model was used for simulation. In this study, a generalization of this approach was performed by developing a general model using three or more probability distributions to describe the time of occurrence of a pipe’s failure. The previous two-distribution model constitutes a special case of this new general model. In addition, explanatory variables were incorporated into the proposed model. Finally, from the proposed general model, the Weibull-exponential-exponential (WEE) model was derived to model water-distribution pipe breaks in a small city in Canada.
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      General Model for Water-Distribution Pipe Breaks: Development, Methodology, and Application to a Small City in Quebec, Canada

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    http://yetl.yabesh.ir/yetl1/handle/yetl/67680
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    contributor authorBabacar Toumbou
    contributor authorJean-Pierre Villeneuve
    contributor authorGuillaume Beardsell
    contributor authorSophie Duchesne
    date accessioned2017-05-08T21:58:08Z
    date available2017-05-08T21:58:08Z
    date copyrightFebruary 2014
    date issued2014
    identifier other%28asce%29sc%2E1943-5576%2E0000028.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67680
    description abstractTo model water-pipe breaks a generalization is proposed of an approach where a Weibull exponential model was used for simulation. In this study, a generalization of this approach was performed by developing a general model using three or more probability distributions to describe the time of occurrence of a pipe’s failure. The previous two-distribution model constitutes a special case of this new general model. In addition, explanatory variables were incorporated into the proposed model. Finally, from the proposed general model, the Weibull-exponential-exponential (WEE) model was derived to model water-distribution pipe breaks in a small city in Canada.
    publisherAmerican Society of Civil Engineers
    titleGeneral Model for Water-Distribution Pipe Breaks: Development, Methodology, and Application to a Small City in Quebec, Canada
    typeJournal Paper
    journal volume5
    journal issue1
    journal titleJournal of Pipeline Systems Engineering and Practice
    identifier doi10.1061/(ASCE)PS.1949-1204.0000135
    treeJournal of Pipeline Systems Engineering and Practice:;2014:;Volume ( 005 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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