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    Simulation of Chlorine Decay in Drinking-Water Distribution Systems

    Source: Journal of Environmental Engineering:;2002:;Volume ( 128 ):;issue: 001
    Author:
    Osman N. Ozdemir
    ,
    Alper Ucak
    DOI: 10.1061/(ASCE)0733-9372(2002)128:1(31)
    Publisher: American Society of Civil Engineers
    Abstract: In many water quality model applications to real networks, it has been observed that the chlorine concentrations at nodes on the secondary pipes with long residence times do not compare well with the model predictions. Therefore, it is important to better estimate the correct chlorine contents of outer nodes in order to determine the dosing time and the amount of chlorine during secondary chlorination. A model is developed for evaluating chlorine decay in drinking-water distribution networks. The model uses a simplified two-dimensional expression of a chlorine transport and decay equation within a single pipe that includes the bulk-flow reaction, radial diffusion, and pipe-wall reaction of chlorine. The computer program DYNAQ developed in this study, which tracks chlorine transport and decay using a time-driven approach, is also applied to the chlorine measurements taken from a portion of the South Central Connecticut Regional Water Authority’s service area. A comparison of the results of the model with those of a previously developed model is also included in this paper.
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      Simulation of Chlorine Decay in Drinking-Water Distribution Systems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/56053
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    • Journal of Environmental Engineering

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    contributor authorOsman N. Ozdemir
    contributor authorAlper Ucak
    date accessioned2017-05-08T21:33:27Z
    date available2017-05-08T21:33:27Z
    date copyrightJanuary 2002
    date issued2002
    identifier other%28asce%290733-9372%282002%29128%3A1%2831%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56053
    description abstractIn many water quality model applications to real networks, it has been observed that the chlorine concentrations at nodes on the secondary pipes with long residence times do not compare well with the model predictions. Therefore, it is important to better estimate the correct chlorine contents of outer nodes in order to determine the dosing time and the amount of chlorine during secondary chlorination. A model is developed for evaluating chlorine decay in drinking-water distribution networks. The model uses a simplified two-dimensional expression of a chlorine transport and decay equation within a single pipe that includes the bulk-flow reaction, radial diffusion, and pipe-wall reaction of chlorine. The computer program DYNAQ developed in this study, which tracks chlorine transport and decay using a time-driven approach, is also applied to the chlorine measurements taken from a portion of the South Central Connecticut Regional Water Authority’s service area. A comparison of the results of the model with those of a previously developed model is also included in this paper.
    publisherAmerican Society of Civil Engineers
    titleSimulation of Chlorine Decay in Drinking-Water Distribution Systems
    typeJournal Paper
    journal volume128
    journal issue1
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(2002)128:1(31)
    treeJournal of Environmental Engineering:;2002:;Volume ( 128 ):;issue: 001
    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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