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    Rapid Reservoir Storage–Based Benefit Calculations

    Source: Journal of Water Resources Planning and Management:;2013:;Volume ( 139 ):;issue: 006
    Author:
    Jinming Xie
    ,
    Baosheng Wu
    ,
    George W. Annandale
    DOI: 10.1061/(ASCE)WR.1943-5452.0000312
    Publisher: American Society of Civil Engineers
    Abstract: Reservoir management strategy optimization requires benefit calculations based on reservoir storage, which is variable because of sedimentation. It is therefore necessary to express reservoir benefits as a function of reservoir storage. For planning purposes, a need for rapid benefit calculation techniques often exists. Such a calculation model is developed in this paper, quantifying annual water supply, power generation, and flood control benefits as a function of reservoir storage. The calculation model sets up a relationship among reservoir storage, reliability, water inflow, and flood characteristics and annual average water supply, power generation, and flood control benefits. The Gould-Dincer approach is adopted to calculate annual average water supply and storage hydropower generation benefits and relate them to reservoir storage and reliability. The property damage avoided (PDA) method is used to quantify annual average flood control benefits. The results obtained using the rapid assessment technique are compared to those obtained from other more detailed quantification methods executed for a number of power generation scenarios for the Three Gorges Reservoir, and are found to be of satisfactory calculation accuracy for planning purposes. Because of the lack of data, the annual average flood control benefit calculation method was tested for the Three Gorges Reservoir with assumed flood loss data, illustrating the flood control benefit at different flood storages.
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      Rapid Reservoir Storage–Based Benefit Calculations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70173
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    contributor authorJinming Xie
    contributor authorBaosheng Wu
    contributor authorGeorge W. Annandale
    date accessioned2017-05-08T22:03:40Z
    date available2017-05-08T22:03:40Z
    date copyrightNovember 2013
    date issued2013
    identifier other%28asce%29wr%2E1943-5452%2E0000360.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70173
    description abstractReservoir management strategy optimization requires benefit calculations based on reservoir storage, which is variable because of sedimentation. It is therefore necessary to express reservoir benefits as a function of reservoir storage. For planning purposes, a need for rapid benefit calculation techniques often exists. Such a calculation model is developed in this paper, quantifying annual water supply, power generation, and flood control benefits as a function of reservoir storage. The calculation model sets up a relationship among reservoir storage, reliability, water inflow, and flood characteristics and annual average water supply, power generation, and flood control benefits. The Gould-Dincer approach is adopted to calculate annual average water supply and storage hydropower generation benefits and relate them to reservoir storage and reliability. The property damage avoided (PDA) method is used to quantify annual average flood control benefits. The results obtained using the rapid assessment technique are compared to those obtained from other more detailed quantification methods executed for a number of power generation scenarios for the Three Gorges Reservoir, and are found to be of satisfactory calculation accuracy for planning purposes. Because of the lack of data, the annual average flood control benefit calculation method was tested for the Three Gorges Reservoir with assumed flood loss data, illustrating the flood control benefit at different flood storages.
    publisherAmerican Society of Civil Engineers
    titleRapid Reservoir Storage–Based Benefit Calculations
    typeJournal Paper
    journal volume139
    journal issue6
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)WR.1943-5452.0000312
    treeJournal of Water Resources Planning and Management:;2013:;Volume ( 139 ):;issue: 006
    contenttypeFulltext
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