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    Optimal Deterministic Reservoir Operations in Continuous Time

    Source: Journal of Water Resources Planning and Management:;1999:;Volume ( 125 ):;issue: 003
    Author:
    Hubert J. Morel-Seytoux
    DOI: 10.1061/(ASCE)0733-9496(1999)125:3(126)
    Publisher: American Society of Civil Engineers
    Abstract: In 1946, Massé discussed the optimal operation of a single reservoir for hydroelectric energy production. He obtained his results by both economic reasoning and rigorous mathematical derivations using a generalized form of the calculus of variations. In this article, the procedure of Massé is generalized to cases where: (1) the benefits from release are not related directly to the release but rather to the discharge at a downstream point; (2) there may be several points downstream where an objective is to be achieved; and (3) there are several reservoirs. Massé and Varlet found that the optimal strategy is the one that maintains the marginal value of the release constant in time whenever the reservoir is neither full nor empty. It is shown rigorously here that, in the general case, for a strategy to be optimal, the “memory-integrated future marginal value” of the release must be constant. This result is generalized to a system of several reservoirs and illustrated on a simplified description of the Seine river basin upstream of Paris, France.
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      Optimal Deterministic Reservoir Operations in Continuous Time

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    contributor authorHubert J. Morel-Seytoux
    date accessioned2017-05-08T21:07:31Z
    date available2017-05-08T21:07:31Z
    date copyrightMay 1999
    date issued1999
    identifier other%28asce%290733-9496%281999%29125%3A3%28126%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39574
    description abstractIn 1946, Massé discussed the optimal operation of a single reservoir for hydroelectric energy production. He obtained his results by both economic reasoning and rigorous mathematical derivations using a generalized form of the calculus of variations. In this article, the procedure of Massé is generalized to cases where: (1) the benefits from release are not related directly to the release but rather to the discharge at a downstream point; (2) there may be several points downstream where an objective is to be achieved; and (3) there are several reservoirs. Massé and Varlet found that the optimal strategy is the one that maintains the marginal value of the release constant in time whenever the reservoir is neither full nor empty. It is shown rigorously here that, in the general case, for a strategy to be optimal, the “memory-integrated future marginal value” of the release must be constant. This result is generalized to a system of several reservoirs and illustrated on a simplified description of the Seine river basin upstream of Paris, France.
    publisherAmerican Society of Civil Engineers
    titleOptimal Deterministic Reservoir Operations in Continuous Time
    typeJournal Paper
    journal volume125
    journal issue3
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1999)125:3(126)
    treeJournal of Water Resources Planning and Management:;1999:;Volume ( 125 ):;issue: 003
    contenttypeFulltext
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