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    Optimal Pump Operations Considering Pump Switches

    Source: Journal of Water Resources Planning and Management:;1994:;Volume ( 120 ):;issue: 001
    Author:
    Kevin E. Lansey
    ,
    Kofi Awumah
    DOI: 10.1061/(ASCE)0733-9496(1994)120:1(17)
    Publisher: American Society of Civil Engineers
    Abstract: A methodology for determining optimal pump operation schedules for water‐distribution systems is presented. In addition to minimizing the energy‐consumption cost, the model includes a constraint to limit the number of pumps that are switched on during the planning period. A two‐level approach is adopted whereby the system hydraulics are analyzed in an off‐line mode to generate simplified hydraulic and cost functions for an on‐line model. These functions developed for each pump combination allow for rapid evaluation within a dynamic programming optimization algorithm. Constraints can also be included for tank levels, rate of change of tank level, pump switches during each period, and maximum energy consumption. Solution times for small to medium‐sized systems show that the model can be used in an on‐line mode to determine pump operation schedules; however, the applicability of the model is limited by the number of pumps in the system. An extensive sensitivity that highlights operational problems and the utility of the approach is presented.
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      Optimal Pump Operations Considering Pump Switches

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/39248
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    • Journal of Water Resources Planning and Management

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    contributor authorKevin E. Lansey
    contributor authorKofi Awumah
    date accessioned2017-05-08T21:06:59Z
    date available2017-05-08T21:06:59Z
    date copyrightJanuary 1994
    date issued1994
    identifier other%28asce%290733-9496%281994%29120%3A1%2817%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39248
    description abstractA methodology for determining optimal pump operation schedules for water‐distribution systems is presented. In addition to minimizing the energy‐consumption cost, the model includes a constraint to limit the number of pumps that are switched on during the planning period. A two‐level approach is adopted whereby the system hydraulics are analyzed in an off‐line mode to generate simplified hydraulic and cost functions for an on‐line model. These functions developed for each pump combination allow for rapid evaluation within a dynamic programming optimization algorithm. Constraints can also be included for tank levels, rate of change of tank level, pump switches during each period, and maximum energy consumption. Solution times for small to medium‐sized systems show that the model can be used in an on‐line mode to determine pump operation schedules; however, the applicability of the model is limited by the number of pumps in the system. An extensive sensitivity that highlights operational problems and the utility of the approach is presented.
    publisherAmerican Society of Civil Engineers
    titleOptimal Pump Operations Considering Pump Switches
    typeJournal Paper
    journal volume120
    journal issue1
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1994)120:1(17)
    treeJournal of Water Resources Planning and Management:;1994:;Volume ( 120 ):;issue: 001
    contenttypeFulltext
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