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    Calibrating Pipe Wall Demand Coefficient for Chlorine Decay in Water Distribution System

    Source: Journal of Water Resources Planning and Management:;2007:;Volume ( 133 ):;issue: 004
    Author:
    Feng Shang
    ,
    James G. Uber
    DOI: 10.1061/(ASCE)0733-9496(2007)133:4(363)
    Publisher: American Society of Civil Engineers
    Abstract: Methodology and algorithm to calibrate pipe wall demand coefficients for chlorine decay using an input-output model framework are developed and applied. An input-output model of water quality in water distribution systems developed previously provides information that is not available using traditional simulation approaches: the various flow paths between particular input sources and output nodes, and their associated time delays and impacts on output node water quality. Such information constitutes a complete description of the input-output behavior under typical assumptions of first-order chemical decay or production reactions. With the input-output model, the chlorine concentration at output locations can be expressed explicitly as a function of the concentrations at upstream input locations, and pipe wall demand coefficients. Thus the sensitivity of water quality at the outputs to wall demand coefficients can be derived analytically and calculated efficiently. The sensitivity information is also used to study uncertainty in wall demand coefficient estimates that are caused by chlorine measurement errors.
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      Calibrating Pipe Wall Demand Coefficient for Chlorine Decay in Water Distribution System

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40091
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    contributor authorFeng Shang
    contributor authorJames G. Uber
    date accessioned2017-05-08T21:08:15Z
    date available2017-05-08T21:08:15Z
    date copyrightJuly 2007
    date issued2007
    identifier other%28asce%290733-9496%282007%29133%3A4%28363%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40091
    description abstractMethodology and algorithm to calibrate pipe wall demand coefficients for chlorine decay using an input-output model framework are developed and applied. An input-output model of water quality in water distribution systems developed previously provides information that is not available using traditional simulation approaches: the various flow paths between particular input sources and output nodes, and their associated time delays and impacts on output node water quality. Such information constitutes a complete description of the input-output behavior under typical assumptions of first-order chemical decay or production reactions. With the input-output model, the chlorine concentration at output locations can be expressed explicitly as a function of the concentrations at upstream input locations, and pipe wall demand coefficients. Thus the sensitivity of water quality at the outputs to wall demand coefficients can be derived analytically and calculated efficiently. The sensitivity information is also used to study uncertainty in wall demand coefficient estimates that are caused by chlorine measurement errors.
    publisherAmerican Society of Civil Engineers
    titleCalibrating Pipe Wall Demand Coefficient for Chlorine Decay in Water Distribution System
    typeJournal Paper
    journal volume133
    journal issue4
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(2007)133:4(363)
    treeJournal of Water Resources Planning and Management:;2007:;Volume ( 133 ):;issue: 004
    contenttypeFulltext
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