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    Generalized Linear Two-Point Hedging Rule for Water Supply Reservoir Operation

    Source: Journal of Water Resources Planning and Management:;2018:;Volume ( 144 ):;issue: 009
    Author:
    Kumar Kranthi;Kasthurirengan Srinivasan
    DOI: 10.1061/(ASCE)WR.1943-5452.0000964
    Publisher: American Society of Civil Engineers
    Abstract: A generalized linear two-point hedging rule is proposed for the operation of a water supply reservoir that integrates four possible linear two-point hedging types, which are identified based on two possibilities of starting water availability and two possibilities of ending water availability, arising from the respective bounds on release and carryover storage being active. The proposed rule is appropriately parameterized for implementation into a simulation-optimization (S-O) framework to investigate the trade-off between the shortage characteristics, total shortage ratio, and Vulnerability resulting from the long-term monthly operation of a water supply reservoir, and the efficacy of the same is illustrated using a case example, namely the Dharoi reservoir, located on the Sabarmati River in India. Significant improvement in the reservoir performance trade-off is achieved by the proposed generalized linear two-point hedging rule over the conventional standard operating policy (SOP)-based linear two-point hedging rule for the cases of constant as well as time-varying hedging parameters.
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      Generalized Linear Two-Point Hedging Rule for Water Supply Reservoir Operation

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    contributor authorKumar Kranthi;Kasthurirengan Srinivasan
    date accessioned2019-02-26T07:35:54Z
    date available2019-02-26T07:35:54Z
    date issued2018
    identifier other%28ASCE%29WR.1943-5452.0000964.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248155
    description abstractA generalized linear two-point hedging rule is proposed for the operation of a water supply reservoir that integrates four possible linear two-point hedging types, which are identified based on two possibilities of starting water availability and two possibilities of ending water availability, arising from the respective bounds on release and carryover storage being active. The proposed rule is appropriately parameterized for implementation into a simulation-optimization (S-O) framework to investigate the trade-off between the shortage characteristics, total shortage ratio, and Vulnerability resulting from the long-term monthly operation of a water supply reservoir, and the efficacy of the same is illustrated using a case example, namely the Dharoi reservoir, located on the Sabarmati River in India. Significant improvement in the reservoir performance trade-off is achieved by the proposed generalized linear two-point hedging rule over the conventional standard operating policy (SOP)-based linear two-point hedging rule for the cases of constant as well as time-varying hedging parameters.
    publisherAmerican Society of Civil Engineers
    titleGeneralized Linear Two-Point Hedging Rule for Water Supply Reservoir Operation
    typeJournal Paper
    journal volume144
    journal issue9
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)WR.1943-5452.0000964
    page4018051
    treeJournal of Water Resources Planning and Management:;2018:;Volume ( 144 ):;issue: 009
    contenttypeFulltext
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