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    Chance Constrained Model for River Water Quality Management

    Source: Journal of Environmental Engineering:;1987:;Volume ( 113 ):;issue: 005
    Author:
    Okitsugu Fujiwara
    ,
    Selvanayagam K. Gnanendran
    ,
    Shinichiro Ohgaki
    DOI: 10.1061/(ASCE)0733-9372(1987)113:5(1018)
    Publisher: American Society of Civil Engineers
    Abstract: A chance constrained model is proposed, in which the main stream, tributaries, and storm water are considered as random variables to determine the most economical level of wastewater treatment at each discharge city or industry along a river basin. The model considers the risk of violation of the stream‐water quality explicitly and therefore, provides a more rational approach than the traditional design value or safety factor approach, e.g., the lowest 7‐day moving average of daily flow rate over a 10‐yr period. The model is shown to be equivalent to a linearly constrained program, thus enabling the application of simple solution techniques.
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      Chance Constrained Model for River Water Quality Management

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/34987
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    • Journal of Environmental Engineering

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    contributor authorOkitsugu Fujiwara
    contributor authorSelvanayagam K. Gnanendran
    contributor authorShinichiro Ohgaki
    date accessioned2017-05-08T21:00:08Z
    date available2017-05-08T21:00:08Z
    date copyrightOctober 1987
    date issued1987
    identifier other%28asce%290733-9372%281987%29113%3A5%281018%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34987
    description abstractA chance constrained model is proposed, in which the main stream, tributaries, and storm water are considered as random variables to determine the most economical level of wastewater treatment at each discharge city or industry along a river basin. The model considers the risk of violation of the stream‐water quality explicitly and therefore, provides a more rational approach than the traditional design value or safety factor approach, e.g., the lowest 7‐day moving average of daily flow rate over a 10‐yr period. The model is shown to be equivalent to a linearly constrained program, thus enabling the application of simple solution techniques.
    publisherAmerican Society of Civil Engineers
    titleChance Constrained Model for River Water Quality Management
    typeJournal Paper
    journal volume113
    journal issue5
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1987)113:5(1018)
    treeJournal of Environmental Engineering:;1987:;Volume ( 113 ):;issue: 005
    contenttypeFulltext
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