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    Methods for Distinguishing between Single and Multiple Discharger Situations

    Source: Journal of Water Resources Planning and Management:;1990:;Volume ( 116 ):;issue: 003
    Author:
    J. Wayland Eheart
    DOI: 10.1061/(ASCE)0733-9496(1990)116:3(335)
    Publisher: American Society of Civil Engineers
    Abstract: Designing programs to control pollutant discharges into streams is easier if the areas of water quality degradation from adjacent discharges do not overlap, so that each discharge may be treated as a single entity. Conservative pollutants accumulate in a stream but decaying pollutants from one source may be of insignificant concentration at the point where the next downstream source is introduced. There may be greater overlap of areas of degraded water quality at high streamflows than at low ones. In assessing whether discharges may be treated separately, all streamflow conditions should be considered. This paper develops and presents a simple set of techniques based on dimensionless variables that may be used to determine whether adjacent discharges of nonconservative pollutants may be regarded as independent. The application of these techniques is demonstrated for an example problem. It is shown, for example, that for dissolved oxygen (DO) deficit, if the reaeration coefficient exceeds the decay coefficient and the residence time between adjacent dischargers is greater than 10 times the reciprocal of the decay coefficient, there is no significant overlap between adjacent dischargers at any streamflow.
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      Methods for Distinguishing between Single and Multiple Discharger Situations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/39028
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    contributor authorJ. Wayland Eheart
    date accessioned2017-05-08T21:06:38Z
    date available2017-05-08T21:06:38Z
    date copyrightMay 1990
    date issued1990
    identifier other%28asce%290733-9496%281990%29116%3A3%28335%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39028
    description abstractDesigning programs to control pollutant discharges into streams is easier if the areas of water quality degradation from adjacent discharges do not overlap, so that each discharge may be treated as a single entity. Conservative pollutants accumulate in a stream but decaying pollutants from one source may be of insignificant concentration at the point where the next downstream source is introduced. There may be greater overlap of areas of degraded water quality at high streamflows than at low ones. In assessing whether discharges may be treated separately, all streamflow conditions should be considered. This paper develops and presents a simple set of techniques based on dimensionless variables that may be used to determine whether adjacent discharges of nonconservative pollutants may be regarded as independent. The application of these techniques is demonstrated for an example problem. It is shown, for example, that for dissolved oxygen (DO) deficit, if the reaeration coefficient exceeds the decay coefficient and the residence time between adjacent dischargers is greater than 10 times the reciprocal of the decay coefficient, there is no significant overlap between adjacent dischargers at any streamflow.
    publisherAmerican Society of Civil Engineers
    titleMethods for Distinguishing between Single and Multiple Discharger Situations
    typeJournal Paper
    journal volume116
    journal issue3
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1990)116:3(335)
    treeJournal of Water Resources Planning and Management:;1990:;Volume ( 116 ):;issue: 003
    contenttypeFulltext
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