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    Measuring and Modeling Chlorine Propagation in Water Distribution Systems

    Source: Journal of Water Resources Planning and Management:;1994:;Volume ( 120 ):;issue: 006
    Author:
    Robert M. Clark
    ,
    Walter M. Grayman
    ,
    James A. Goodrich
    ,
    Rolf A. Deininger
    ,
    Kenneth Skov
    DOI: 10.1061/(ASCE)0733-9496(1994)120:6(871)
    Publisher: American Society of Civil Engineers
    Abstract: Until recently most emphasis on implementing Maximum Contaminant Levels (MCLs) under the Safe Drinking Water Act and its Amendments (SDWAA) has been focused on drinking water as it leaves the treatment plant. However, the SDWAA has been interpreted as requiring that its MCLs must be met at the consumer's tap. This interpretation has forced consideration of the drinking‐water distribution system when measuring and monitoring contaminants for SDWAA compliance. It is increasingly apparent that water quality can undergo significant deterioration between the treatment plant and the consumer's tap. A field study conducted in conjunction with the South Central Connecticut Regional Water Authority using a contaminant propagation model demonstrated long residence times in one of its service areas, which suggested potential difficulties in maintaining chlorine residuals throughout the system. A follow‐up study verified that maintaining residuals is difficult and demonstrated that a simple first‐order decay model associated with modeling chlorine residuals is inadequate.
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      Measuring and Modeling Chlorine Propagation in Water Distribution Systems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/39314
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    • Journal of Water Resources Planning and Management

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    contributor authorRobert M. Clark
    contributor authorWalter M. Grayman
    contributor authorJames A. Goodrich
    contributor authorRolf A. Deininger
    contributor authorKenneth Skov
    date accessioned2017-05-08T21:07:04Z
    date available2017-05-08T21:07:04Z
    date copyrightNovember 1994
    date issued1994
    identifier other%28asce%290733-9496%281994%29120%3A6%28871%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39314
    description abstractUntil recently most emphasis on implementing Maximum Contaminant Levels (MCLs) under the Safe Drinking Water Act and its Amendments (SDWAA) has been focused on drinking water as it leaves the treatment plant. However, the SDWAA has been interpreted as requiring that its MCLs must be met at the consumer's tap. This interpretation has forced consideration of the drinking‐water distribution system when measuring and monitoring contaminants for SDWAA compliance. It is increasingly apparent that water quality can undergo significant deterioration between the treatment plant and the consumer's tap. A field study conducted in conjunction with the South Central Connecticut Regional Water Authority using a contaminant propagation model demonstrated long residence times in one of its service areas, which suggested potential difficulties in maintaining chlorine residuals throughout the system. A follow‐up study verified that maintaining residuals is difficult and demonstrated that a simple first‐order decay model associated with modeling chlorine residuals is inadequate.
    publisherAmerican Society of Civil Engineers
    titleMeasuring and Modeling Chlorine Propagation in Water Distribution Systems
    typeJournal Paper
    journal volume120
    journal issue6
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1994)120:6(871)
    treeJournal of Water Resources Planning and Management:;1994:;Volume ( 120 ):;issue: 006
    contenttypeFulltext
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