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    Water Quality Analysis of New York Harbor Complex

    Source: Journal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 006
    Author:
    Donald J. O'Connor
    ,
    John A. Mueller
    DOI: 10.1061/(ASCE)0733-9372(1984)110:6(1027)
    Publisher: American Society of Civil Engineers
    Abstract: A two‐dimensional analysis of New York Harbor and contiguous waters is presented for dissolved oxygen. The transport component includes the density‐driven circulation typical of many estuaries. Observations of salinity, dissolved oxygen, nitrogen components, and carbonaceous BOD were used to validate the steady state model under six different flow, temperature, and wastewater input conditions. Wastewater inputs consisted of 24 major treatment facilities, 100 smaller municipalities and industries, distributed inputs from approximately 700 combined sewer overflow and storm drains, and minor miscellaneous sources. The model was used to evaluate the effectiveness of various control plans in achieving dissolved oxygen water quality goals. The study was conducted in conformance with section 208 of the Federal Water Pollution Control Acts Amendments of 1972.
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      Water Quality Analysis of New York Harbor Complex

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    http://yetl.yabesh.ir/yetl1/handle/yetl/32131
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    • Journal of Environmental Engineering

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    contributor authorDonald J. O'Connor
    contributor authorJohn A. Mueller
    date accessioned2017-05-08T20:55:47Z
    date available2017-05-08T20:55:47Z
    date copyrightDecember 1984
    date issued1984
    identifier other%28asce%290733-9372%281984%29110%3A6%281027%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32131
    description abstractA two‐dimensional analysis of New York Harbor and contiguous waters is presented for dissolved oxygen. The transport component includes the density‐driven circulation typical of many estuaries. Observations of salinity, dissolved oxygen, nitrogen components, and carbonaceous BOD were used to validate the steady state model under six different flow, temperature, and wastewater input conditions. Wastewater inputs consisted of 24 major treatment facilities, 100 smaller municipalities and industries, distributed inputs from approximately 700 combined sewer overflow and storm drains, and minor miscellaneous sources. The model was used to evaluate the effectiveness of various control plans in achieving dissolved oxygen water quality goals. The study was conducted in conformance with section 208 of the Federal Water Pollution Control Acts Amendments of 1972.
    publisherAmerican Society of Civil Engineers
    titleWater Quality Analysis of New York Harbor Complex
    typeJournal Paper
    journal volume110
    journal issue6
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1984)110:6(1027)
    treeJournal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 006
    contenttypeFulltext
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