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    Reservoir Operations by Successive Linear Programming

    Source: Journal of Water Resources Planning and Management:;1991:;Volume ( 117 ):;issue: 002
    Author:
    Tao Tao
    ,
    William C. Lennox
    DOI: 10.1061/(ASCE)0733-9496(1991)117:2(274)
    Publisher: American Society of Civil Engineers
    Abstract: The dynamics of a reservoir system are usually described by the repeated applications of continuity equations. Since the number of variables involved is usually double the number of equations, the feasible solutions of the system are infinite and always lie on the hyperplane determined by the continuity equations. This study shows that the final optimal solutions of SLP can be reached by the introduction of step bounds either on releases or on storages, whichever has the smaller range of variations, and not on both simultaneously, and the continuous reduction of their sizes in the search process. Different search schemes are compared. The search scheme, in which the step sizes ar halved for each new iteration, takes less than half the time to reach an optimum for an example single-resevoir problem than the commonly used search scheme in which the step sizes are only halved when the new solution of LP is less optimal than the previous one.
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      Reservoir Operations by Successive Linear Programming

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    http://yetl.yabesh.ir/yetl1/handle/yetl/39095
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    contributor authorTao Tao
    contributor authorWilliam C. Lennox
    date accessioned2017-05-08T21:06:42Z
    date available2017-05-08T21:06:42Z
    date copyrightMarch 1991
    date issued1991
    identifier other%28asce%290733-9496%281991%29117%3A2%28274%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39095
    description abstractThe dynamics of a reservoir system are usually described by the repeated applications of continuity equations. Since the number of variables involved is usually double the number of equations, the feasible solutions of the system are infinite and always lie on the hyperplane determined by the continuity equations. This study shows that the final optimal solutions of SLP can be reached by the introduction of step bounds either on releases or on storages, whichever has the smaller range of variations, and not on both simultaneously, and the continuous reduction of their sizes in the search process. Different search schemes are compared. The search scheme, in which the step sizes ar halved for each new iteration, takes less than half the time to reach an optimum for an example single-resevoir problem than the commonly used search scheme in which the step sizes are only halved when the new solution of LP is less optimal than the previous one.
    publisherAmerican Society of Civil Engineers
    titleReservoir Operations by Successive Linear Programming
    typeJournal Paper
    journal volume117
    journal issue2
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1991)117:2(274)
    treeJournal of Water Resources Planning and Management:;1991:;Volume ( 117 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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