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    Optimal Stochastic Operation of Salt River Project, Arizona

    Source: Journal of Water Resources Planning and Management:;1991:;Volume ( 117 ):;issue: 005
    Author:
    Eric R. Hooper
    ,
    Aris P. Georgakakos
    ,
    Dennis P. Lettenniaier
    DOI: 10.1061/(ASCE)0733-9496(1991)117:5(566)
    Publisher: American Society of Civil Engineers
    Abstract: The application of extended linear quadratic Gaussian (ELQG) control, a nonlinear stochastic optimization method, to the Salt River Project reservoir system is described. The optimization problem was posed as the maximization of total hydropower avoided cost, subject to constraints that represented system mass balance and physical or operating limitations on releases. The six surface reservoirs, ground‐water storage, and planned cyclic ground‐water storage were modeled as six equivalent reservoirs. The ELQG control algorithm was applied to the historic reservoir inflow for the 51‐yr period 1931–1981 using a 12‐month sliding window. Operating policies for each of the 600 months in the test period were developed and compared with the present operating policy for two reservoir configurations: the existing configuration, and a reduced storage configuration that mimicked temporary system constraints during the construction period for the planned alteration of Roosevelt Dam. The ELQG control results showed that significant increases in hydropower avoided costs could be achieved while maintaining water supply reliability at current levels or higher.
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      Optimal Stochastic Operation of Salt River Project, Arizona

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    https://yetl.yabesh.ir/yetl1/handle/yetl/39118
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    contributor authorEric R. Hooper
    contributor authorAris P. Georgakakos
    contributor authorDennis P. Lettenniaier
    date accessioned2017-05-08T21:06:44Z
    date available2017-05-08T21:06:44Z
    date copyrightSeptember 1991
    date issued1991
    identifier other%28asce%290733-9496%281991%29117%3A5%28566%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39118
    description abstractThe application of extended linear quadratic Gaussian (ELQG) control, a nonlinear stochastic optimization method, to the Salt River Project reservoir system is described. The optimization problem was posed as the maximization of total hydropower avoided cost, subject to constraints that represented system mass balance and physical or operating limitations on releases. The six surface reservoirs, ground‐water storage, and planned cyclic ground‐water storage were modeled as six equivalent reservoirs. The ELQG control algorithm was applied to the historic reservoir inflow for the 51‐yr period 1931–1981 using a 12‐month sliding window. Operating policies for each of the 600 months in the test period were developed and compared with the present operating policy for two reservoir configurations: the existing configuration, and a reduced storage configuration that mimicked temporary system constraints during the construction period for the planned alteration of Roosevelt Dam. The ELQG control results showed that significant increases in hydropower avoided costs could be achieved while maintaining water supply reliability at current levels or higher.
    publisherAmerican Society of Civil Engineers
    titleOptimal Stochastic Operation of Salt River Project, Arizona
    typeJournal Paper
    journal volume117
    journal issue5
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1991)117:5(566)
    treeJournal of Water Resources Planning and Management:;1991:;Volume ( 117 ):;issue: 005
    contenttypeFulltext
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