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    Optimal Operation of California Aqueduct

    Source: Journal of Water Resources Planning and Management:;1985:;Volume ( 111 ):;issue: 002
    Author:
    M. Hossein Sabet
    ,
    James Q. Coe
    ,
    Henry M. Ramirez
    ,
    David T. Ford
    DOI: 10.1061/(ASCE)0733-9496(1985)111:2(222)
    Publisher: American Society of Civil Engineers
    Abstract: The goals and objectives of operation of the California State Water Project (SWP) changed significantly on March 31, 1983, when long‐term, lowcost contractual agreements for energy purchase for the Project terminated. Now energy required for pumping must be purchased at a substantially increased cost. However, energy generated in the Project can be sold with maximum revenues at times of peak electrical demand. To determine the most efficient operation schedules for the SWP, a coordinated set of models was developed for execution in “real‐time.” This set of models includes network flow programming models, a number of other simulation models, and a large‐scale linear programming (LP) model designed to determine optimal flows throughout the California aqueduct system, given the energy demands for pumping, energy generation capabilities and water demands. This LP model may be executed with a weekly or daily time step. Solution of the LP problem is accomplished with the nonproprietary XMP package, using the dual‐simplex capability to accelerate solution.
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      Optimal Operation of California Aqueduct

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    http://yetl.yabesh.ir/yetl1/handle/yetl/38732
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    contributor authorM. Hossein Sabet
    contributor authorJames Q. Coe
    contributor authorHenry M. Ramirez
    contributor authorDavid T. Ford
    date accessioned2017-05-08T21:06:08Z
    date available2017-05-08T21:06:08Z
    date copyrightApril 1985
    date issued1985
    identifier other%28asce%290733-9496%281985%29111%3A2%28222%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38732
    description abstractThe goals and objectives of operation of the California State Water Project (SWP) changed significantly on March 31, 1983, when long‐term, lowcost contractual agreements for energy purchase for the Project terminated. Now energy required for pumping must be purchased at a substantially increased cost. However, energy generated in the Project can be sold with maximum revenues at times of peak electrical demand. To determine the most efficient operation schedules for the SWP, a coordinated set of models was developed for execution in “real‐time.” This set of models includes network flow programming models, a number of other simulation models, and a large‐scale linear programming (LP) model designed to determine optimal flows throughout the California aqueduct system, given the energy demands for pumping, energy generation capabilities and water demands. This LP model may be executed with a weekly or daily time step. Solution of the LP problem is accomplished with the nonproprietary XMP package, using the dual‐simplex capability to accelerate solution.
    publisherAmerican Society of Civil Engineers
    titleOptimal Operation of California Aqueduct
    typeJournal Paper
    journal volume111
    journal issue2
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1985)111:2(222)
    treeJournal of Water Resources Planning and Management:;1985:;Volume ( 111 ):;issue: 002
    contenttypeFulltext
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