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    Slack Tide Oxygen Balance Model

    Source: Journal of Environmental Engineering:;1986:;Volume ( 112 ):;issue: 005
    Author:
    Joseph H. W. Lee
    ,
    K. W. Choi
    DOI: 10.1061/(ASCE)0733-9372(1986)112:5(985)
    Publisher: American Society of Civil Engineers
    Abstract: A mixed segment slack tide oxygen balance model is used to compute BOD/DO concentrations in a heavily polluted tidal estuary. The usual Streeter-Phelps assumptions are adopted for aerobic conditions, while the rate of deoxygenation is assumed to be supply-limited under anoxic conditions. A subtle computational difficulty is revealed by applying the model in connectionwith a prototype pollution study. Under serious pollution conditions, the desired quasi-steady water quality response for a given tidal state, hydrographic condition, and pollution input may not be obtainable from the governing steady-state equations. However, the correct solution can always be found from an equivalent time-dependent oxygen balance model. The computational procedure outlined herein is generally applicable to slack tide water quality models.
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      Slack Tide Oxygen Balance Model

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    contributor authorJoseph H. W. Lee
    contributor authorK. W. Choi
    date accessioned2017-05-08T20:58:27Z
    date available2017-05-08T20:58:27Z
    date copyrightOctober 1986
    date issued1986
    identifier other%28asce%290733-9372%281986%29112%3A5%28985%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33898
    description abstractA mixed segment slack tide oxygen balance model is used to compute BOD/DO concentrations in a heavily polluted tidal estuary. The usual Streeter-Phelps assumptions are adopted for aerobic conditions, while the rate of deoxygenation is assumed to be supply-limited under anoxic conditions. A subtle computational difficulty is revealed by applying the model in connectionwith a prototype pollution study. Under serious pollution conditions, the desired quasi-steady water quality response for a given tidal state, hydrographic condition, and pollution input may not be obtainable from the governing steady-state equations. However, the correct solution can always be found from an equivalent time-dependent oxygen balance model. The computational procedure outlined herein is generally applicable to slack tide water quality models.
    publisherAmerican Society of Civil Engineers
    titleSlack Tide Oxygen Balance Model
    typeJournal Paper
    journal volume112
    journal issue5
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1986)112:5(985)
    treeJournal of Environmental Engineering:;1986:;Volume ( 112 ):;issue: 005
    contenttypeFulltext
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