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    Performance Evaluation of Lake Shelbyville by Stochastic Dynamic Programming

    Source: Journal of Water Resources Planning and Management:;1992:;Volume ( 118 ):;issue: 002
    Author:
    Han‐Lin Lee
    ,
    Jon C. Liebman
    ,
    E. Downey Brill, Jr.
    DOI: 10.1061/(ASCE)0733-9496(1992)118:2(185)
    Publisher: American Society of Civil Engineers
    Abstract: The operation policy of Lake Shelbyville, Illinois has been modified several times in the past 20 years due to unusual weather conditions and changes in basin‐wide water resources development. A modified stochastic dynamic programming (SDP) model, which accounts for the unrepeatable agricultural and property damages and improves the accuracy of these damage estimates, is used to evaluate the performance of Lake Shelbyville. The optimal pool levels in the summer months are found to be 2–5 ft lower than the current target level of 599.7 ft. The expected damages in the model increase by 9% when a penalty function is used to force the summer pool to the current target. Moreover, it would take more than one month for Lake Shelbyville to resume the summer pool from the winter drawdown. A transition period of at least two months for lake levels between winter and summer appears warranted.
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      Performance Evaluation of Lake Shelbyville by Stochastic Dynamic Programming

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    http://yetl.yabesh.ir/yetl1/handle/yetl/39147
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    contributor authorHan‐Lin Lee
    contributor authorJon C. Liebman
    contributor authorE. Downey Brill, Jr.
    date accessioned2017-05-08T21:06:46Z
    date available2017-05-08T21:06:46Z
    date copyrightMarch 1992
    date issued1992
    identifier other%28asce%290733-9496%281992%29118%3A2%28185%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39147
    description abstractThe operation policy of Lake Shelbyville, Illinois has been modified several times in the past 20 years due to unusual weather conditions and changes in basin‐wide water resources development. A modified stochastic dynamic programming (SDP) model, which accounts for the unrepeatable agricultural and property damages and improves the accuracy of these damage estimates, is used to evaluate the performance of Lake Shelbyville. The optimal pool levels in the summer months are found to be 2–5 ft lower than the current target level of 599.7 ft. The expected damages in the model increase by 9% when a penalty function is used to force the summer pool to the current target. Moreover, it would take more than one month for Lake Shelbyville to resume the summer pool from the winter drawdown. A transition period of at least two months for lake levels between winter and summer appears warranted.
    publisherAmerican Society of Civil Engineers
    titlePerformance Evaluation of Lake Shelbyville by Stochastic Dynamic Programming
    typeJournal Paper
    journal volume118
    journal issue2
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1992)118:2(185)
    treeJournal of Water Resources Planning and Management:;1992:;Volume ( 118 ):;issue: 002
    contenttypeFulltext
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