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    Reservoir Design and Operation with Variable Lake Hydrology

    Source: Journal of Water Resources Planning and Management:;2002:;Volume ( 128 ):;issue: 006
    Author:
    Hugo A. Loáiciga
    DOI: 10.1061/(ASCE)0733-9496(2002)128:6(399)
    Publisher: American Society of Civil Engineers
    Abstract: This research quantifies the impact of lake evaporation and rainfall on optimal reservoir capacity and water yield. A reservoir design and operation model was developed and applied to the Santa Ynez River basin of central California, which endures large evapotranspiration and extreme climatic variability. Reservoir design and average annual water yield were obtained in two cases. First, lake evaporation and rainfall fluxes were taken into account in the water balance of the reservoir system. Second, those same fluxes were ignored. The optimization-model results indicate that in-lake hydrology plays a considerable role on estimates of optimal reservoir capacity and yield. Furthermore, results indicate that the lack of proper consideration of in-lake hydrology leads us to err on the side of greater risk. Specifically, reservoir capacity and average water release are under and overestimated, respectively. The optimization model is particularly well-suited for modeling reservoir systems with active in-lake hydrologic fluxes and allows a variety of objective functions to be considered, thus, providing flexibility in the optimization of reservoir design and operation.
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      Reservoir Design and Operation with Variable Lake Hydrology

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    contributor authorHugo A. Loáiciga
    date accessioned2017-05-08T21:07:48Z
    date available2017-05-08T21:07:48Z
    date copyrightNovember 2002
    date issued2002
    identifier other%28asce%290733-9496%282002%29128%3A6%28399%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39785
    description abstractThis research quantifies the impact of lake evaporation and rainfall on optimal reservoir capacity and water yield. A reservoir design and operation model was developed and applied to the Santa Ynez River basin of central California, which endures large evapotranspiration and extreme climatic variability. Reservoir design and average annual water yield were obtained in two cases. First, lake evaporation and rainfall fluxes were taken into account in the water balance of the reservoir system. Second, those same fluxes were ignored. The optimization-model results indicate that in-lake hydrology plays a considerable role on estimates of optimal reservoir capacity and yield. Furthermore, results indicate that the lack of proper consideration of in-lake hydrology leads us to err on the side of greater risk. Specifically, reservoir capacity and average water release are under and overestimated, respectively. The optimization model is particularly well-suited for modeling reservoir systems with active in-lake hydrologic fluxes and allows a variety of objective functions to be considered, thus, providing flexibility in the optimization of reservoir design and operation.
    publisherAmerican Society of Civil Engineers
    titleReservoir Design and Operation with Variable Lake Hydrology
    typeJournal Paper
    journal volume128
    journal issue6
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(2002)128:6(399)
    treeJournal of Water Resources Planning and Management:;2002:;Volume ( 128 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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