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    Unsteady-State Inverse Chlorine Modeling in Pipe Networks

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 008
    Author:
    A. S. Al-Omari
    ,
    M. Hanif Chaudhry
    DOI: 10.1061/(ASCE)0733-9429(2001)127:8(669)
    Publisher: American Society of Civil Engineers
    Abstract: A model that directly determines the required source concentration(s) to meet specified chlorine residuals at selected nodes is developed for unsteady flows. The model considers even, over-, and underdetermined cases in which the number of available equations is equal to, greater than, or less than the number of unknowns, respectively. The model computes the unsteady-state flows and chlorine concentrations in the system first. Then it utilizes the inverse method to determine the required source concentration(s) so that specified residuals at selected nodes match the calculated ones. To verify the model, chlorine concentrations computed by the forward method are input to the inverse model to determine the source concentration(s) in two hypothetical networks. Results show that the model computed accurately the source concentrations for the even and the overdetermined cases, but the results were less than satisfactory for the underdetermined case.
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      Unsteady-State Inverse Chlorine Modeling in Pipe Networks

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25235
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    contributor authorA. S. Al-Omari
    contributor authorM. Hanif Chaudhry
    date accessioned2017-05-08T20:44:06Z
    date available2017-05-08T20:44:06Z
    date copyrightAugust 2001
    date issued2001
    identifier other%28asce%290733-9429%282001%29127%3A8%28669%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25235
    description abstractA model that directly determines the required source concentration(s) to meet specified chlorine residuals at selected nodes is developed for unsteady flows. The model considers even, over-, and underdetermined cases in which the number of available equations is equal to, greater than, or less than the number of unknowns, respectively. The model computes the unsteady-state flows and chlorine concentrations in the system first. Then it utilizes the inverse method to determine the required source concentration(s) so that specified residuals at selected nodes match the calculated ones. To verify the model, chlorine concentrations computed by the forward method are input to the inverse model to determine the source concentration(s) in two hypothetical networks. Results show that the model computed accurately the source concentrations for the even and the overdetermined cases, but the results were less than satisfactory for the underdetermined case.
    publisherAmerican Society of Civil Engineers
    titleUnsteady-State Inverse Chlorine Modeling in Pipe Networks
    typeJournal Paper
    journal volume127
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2001)127:8(669)
    treeJournal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 008
    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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