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    Optimal Pump Scheduling in Water‐Supply Networks

    Source: Journal of Water Resources Planning and Management:;1992:;Volume ( 118 ):;issue: 004
    Author:
    Paul W. Jowitt
    ,
    George Germanopoulos
    DOI: 10.1061/(ASCE)0733-9496(1992)118:4(406)
    Publisher: American Society of Civil Engineers
    Abstract: The electricity cost of pumping accounts for a large part of the total operating cost for water‐supply networks. This study presents a method based on linear programming for determining an optimal (minimum cost) schedule of pumping on a 24‐hr basis. Both unit and maximum demand electricity charges are considered. Account is taken of the relative efficiencies of the available pumps, the structure of the electricity tariff, the consumer‐demand profile, and the hydraulic characteristics and operational constraints of the network. The use of extended‐period simulation of the network operation in determining the parameters of the linearized network equations and constraints and in studying the optimized network operation is described. An application of the method to an existing network in the United Kingdom is presented, showing that considerable savings are possible. The method was found to be robust and with low computation‐time requirements, and is therefore suitable for real‐time implementation.
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      Optimal Pump Scheduling in Water‐Supply Networks

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    http://yetl.yabesh.ir/yetl1/handle/yetl/39165
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    • Journal of Water Resources Planning and Management

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    contributor authorPaul W. Jowitt
    contributor authorGeorge Germanopoulos
    date accessioned2017-05-08T21:06:48Z
    date available2017-05-08T21:06:48Z
    date copyrightJuly 1992
    date issued1992
    identifier other%28asce%290733-9496%281992%29118%3A4%28406%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39165
    description abstractThe electricity cost of pumping accounts for a large part of the total operating cost for water‐supply networks. This study presents a method based on linear programming for determining an optimal (minimum cost) schedule of pumping on a 24‐hr basis. Both unit and maximum demand electricity charges are considered. Account is taken of the relative efficiencies of the available pumps, the structure of the electricity tariff, the consumer‐demand profile, and the hydraulic characteristics and operational constraints of the network. The use of extended‐period simulation of the network operation in determining the parameters of the linearized network equations and constraints and in studying the optimized network operation is described. An application of the method to an existing network in the United Kingdom is presented, showing that considerable savings are possible. The method was found to be robust and with low computation‐time requirements, and is therefore suitable for real‐time implementation.
    publisherAmerican Society of Civil Engineers
    titleOptimal Pump Scheduling in Water‐Supply Networks
    typeJournal Paper
    journal volume118
    journal issue4
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1992)118:4(406)
    treeJournal of Water Resources Planning and Management:;1992:;Volume ( 118 ):;issue: 004
    contenttypeFulltext
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