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    Optimization of Hydropower Plant Integration in Water Supply System

    Source: Journal of Water Resources Planning and Management:;1990:;Volume ( 116 ):;issue: 005
    Author:
    Abbas Afshar
    ,
    Fethi Ben Jemaa
    ,
    Miguel A. Mariño
    DOI: 10.1061/(ASCE)0733-9496(1990)116:5(665)
    Publisher: American Society of Civil Engineers
    Abstract: An optimization model is presented for determining the optimal design capacities of a water delivery system integrating small hydropower plants. A discrete distance model of the transmission pipeline is solved by employing dynamic programming. The model determines the proper allocation of available pressure head to various potential hydropower sites along the supply main and determines the optimal pipe diameter. The practical value of the model is demonstrated in an example for a supply system to serve four towns. The solution of the model gives the set of turbine capacities, pipe diameters, head allocation resulting in maximum net benefit for a given quantity of available water and demand, and the expected net benefits.
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      Optimization of Hydropower Plant Integration in Water Supply System

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    contributor authorAbbas Afshar
    contributor authorFethi Ben Jemaa
    contributor authorMiguel A. Mariño
    date accessioned2017-05-08T21:06:40Z
    date available2017-05-08T21:06:40Z
    date copyrightSeptember 1990
    date issued1990
    identifier other%28asce%290733-9496%281990%29116%3A5%28665%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39054
    description abstractAn optimization model is presented for determining the optimal design capacities of a water delivery system integrating small hydropower plants. A discrete distance model of the transmission pipeline is solved by employing dynamic programming. The model determines the proper allocation of available pressure head to various potential hydropower sites along the supply main and determines the optimal pipe diameter. The practical value of the model is demonstrated in an example for a supply system to serve four towns. The solution of the model gives the set of turbine capacities, pipe diameters, head allocation resulting in maximum net benefit for a given quantity of available water and demand, and the expected net benefits.
    publisherAmerican Society of Civil Engineers
    titleOptimization of Hydropower Plant Integration in Water Supply System
    typeJournal Paper
    journal volume116
    journal issue5
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1990)116:5(665)
    treeJournal of Water Resources Planning and Management:;1990:;Volume ( 116 ):;issue: 005
    contenttypeFulltext
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