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    Extended-Period Analysis with a Transient Model

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 006
    Author:
    Yves R. Filion
    ,
    Bryan W. Karney
    DOI: 10.1061/(ASCE)0733-9429(2002)128:6(616)
    Publisher: American Society of Civil Engineers
    Abstract: To design and operate a distribution system, one must understand how it will perform when subjected to external hydraulic loads and demands. This paper presents a hybrid model that efficiently tracks the full range of hydraulic conditions, from steady state to waterhammer, in a system over an extended period by coupling a transient simulator with a reservoir routing scheme. The model’s procedure consists of running waterhammer simulations at the start and end of an extended time step to track the rate of filling of a system’s reservoirs and then using this information to update reservoir levels at the end of the time step. Beyond conventional level-of-service and capacity-assessment applications, the hybrid model can help the engineer link system unsteadiness to its associated costs in terms of design and operation. Extended period and worst-case simulations presented in a case study suggest that the hybrid model has a high routing accuracy and can be used effectively to identify the critical state which will produce the most severe transients in a system.
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      Extended-Period Analysis with a Transient Model

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    contributor authorYves R. Filion
    contributor authorBryan W. Karney
    date accessioned2017-05-08T20:44:21Z
    date available2017-05-08T20:44:21Z
    date copyrightJune 2002
    date issued2002
    identifier other%28asce%290733-9429%282002%29128%3A6%28616%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25389
    description abstractTo design and operate a distribution system, one must understand how it will perform when subjected to external hydraulic loads and demands. This paper presents a hybrid model that efficiently tracks the full range of hydraulic conditions, from steady state to waterhammer, in a system over an extended period by coupling a transient simulator with a reservoir routing scheme. The model’s procedure consists of running waterhammer simulations at the start and end of an extended time step to track the rate of filling of a system’s reservoirs and then using this information to update reservoir levels at the end of the time step. Beyond conventional level-of-service and capacity-assessment applications, the hybrid model can help the engineer link system unsteadiness to its associated costs in terms of design and operation. Extended period and worst-case simulations presented in a case study suggest that the hybrid model has a high routing accuracy and can be used effectively to identify the critical state which will produce the most severe transients in a system.
    publisherAmerican Society of Civil Engineers
    titleExtended-Period Analysis with a Transient Model
    typeJournal Paper
    journal volume128
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2002)128:6(616)
    treeJournal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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