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    Use of Flood-Control Reservoirs for Drought Management

    Source: Journal of Irrigation and Drainage Engineering:;1995:;Volume ( 121 ):;issue: 001
    Author:
    Tiao J. Chang
    ,
    Xenia A. Kleopa
    ,
    Choo B. Teoh
    DOI: 10.1061/(ASCE)0733-9437(1995)121:1(34)
    Publisher: American Society of Civil Engineers
    Abstract: During periods of drought, an important goal of water-resource management is the establishment of realistic reservoir operating policies for water allocation, especially for a river system involved with flood-control reservoirs. This paper discusses optimization models for the flood-control reservoir operations at varied levels of drought severity. It is assumed that for a certain drought-severity level, there will be corresponding minimum demands at downstream control points and maximum inflows to reservoirs. A constant reservoir yield was estimated for each reservoir, based on the maximum duration of historic drought events on the 70% truncation level. Based on the drought evaluation, optimization models at the 70%, 80%, 90%, and 95% levels of drought severity were developed and applied to a river system involved with four flood-control reservoirs in the Scioto River Basin in central Ohio.
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      Use of Flood-Control Reservoirs for Drought Management

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27625
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    contributor authorTiao J. Chang
    contributor authorXenia A. Kleopa
    contributor authorChoo B. Teoh
    date accessioned2017-05-08T20:48:05Z
    date available2017-05-08T20:48:05Z
    date copyrightJanuary 1995
    date issued1995
    identifier other%28asce%290733-9437%281995%29121%3A1%2834%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27625
    description abstractDuring periods of drought, an important goal of water-resource management is the establishment of realistic reservoir operating policies for water allocation, especially for a river system involved with flood-control reservoirs. This paper discusses optimization models for the flood-control reservoir operations at varied levels of drought severity. It is assumed that for a certain drought-severity level, there will be corresponding minimum demands at downstream control points and maximum inflows to reservoirs. A constant reservoir yield was estimated for each reservoir, based on the maximum duration of historic drought events on the 70% truncation level. Based on the drought evaluation, optimization models at the 70%, 80%, 90%, and 95% levels of drought severity were developed and applied to a river system involved with four flood-control reservoirs in the Scioto River Basin in central Ohio.
    publisherAmerican Society of Civil Engineers
    titleUse of Flood-Control Reservoirs for Drought Management
    typeJournal Paper
    journal volume121
    journal issue1
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1995)121:1(34)
    treeJournal of Irrigation and Drainage Engineering:;1995:;Volume ( 121 ):;issue: 001
    contenttypeFulltext
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