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    Problems with Modeling Real‐Time Reservoir Operations

    Source: Journal of Water Resources Planning and Management:;1985:;Volume ( 111 ):;issue: 004
    Author:
    Emre K. Can
    ,
    Mark H. Houck
    DOI: 10.1061/(ASCE)0733-9496(1985)111:4(367)
    Publisher: American Society of Civil Engineers
    Abstract: Existence of several problems associated with the optimization of real‐time operations of reservoir systems is demonstrated. The first problem presented is due to the use of imperfect streamflow (inflow to the reservoir) forecasts. It is shown that there is a significant relationship between the reliability of the forecast information and the operating or forecast horizon to be used in the model. To illustrate the implications of this relationship, an example is given where extending the forecast horizon beyond three days does not improve the performance of the model for real‐time operations. Real‐time operations models often require routing models that relate reservoir releases to the flows at downstream points. It is illustrated with examples that use of approximate reach routing models may cause unexpected problems and may mislead the decision makers. A method to partially resolve the problem is also suggested.
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      Problems with Modeling Real‐Time Reservoir Operations

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    contributor authorEmre K. Can
    contributor authorMark H. Houck
    date accessioned2017-05-08T21:06:10Z
    date available2017-05-08T21:06:10Z
    date copyrightSeptember 1985
    date issued1985
    identifier other%28asce%290733-9496%281985%29111%3A4%28367%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38745
    description abstractExistence of several problems associated with the optimization of real‐time operations of reservoir systems is demonstrated. The first problem presented is due to the use of imperfect streamflow (inflow to the reservoir) forecasts. It is shown that there is a significant relationship between the reliability of the forecast information and the operating or forecast horizon to be used in the model. To illustrate the implications of this relationship, an example is given where extending the forecast horizon beyond three days does not improve the performance of the model for real‐time operations. Real‐time operations models often require routing models that relate reservoir releases to the flows at downstream points. It is illustrated with examples that use of approximate reach routing models may cause unexpected problems and may mislead the decision makers. A method to partially resolve the problem is also suggested.
    publisherAmerican Society of Civil Engineers
    titleProblems with Modeling Real‐Time Reservoir Operations
    typeJournal Paper
    journal volume111
    journal issue4
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1985)111:4(367)
    treeJournal of Water Resources Planning and Management:;1985:;Volume ( 111 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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