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    Operation of Multiple Pumped-Water Sources with No Storage

    Source: Journal of Water Resources Planning and Management:;2018:;Volume ( 144 ):;issue: 009
    Author:
    León-Celi C. F.;Iglesias-Rey P. L.;Martínez-Solano F. J.;Savic D.
    DOI: 10.1061/(ASCE)WR.1943-5452.0000971
    Publisher: American Society of Civil Engineers
    Abstract: The cost of pumping is one of the most significant operational expenditures in a water distribution network. When a network has multiple water sources, which are associated with pumping stations, it may be possible to optimize those costs. One way to minimize costs is to determine the optimal flow rate for each pumping station and for every point of the temporal demand curve, while keeping the energy cost minimized. This also requires that the required minimum pressure at the critical point in the network be satisfied. This paper introduces a principle known as the setpoint curve as the key component of the network optimization methodology. A direct search algorithm based on the Hooke–Jeeves approach is tested in two case studies. Two key cost factors, the electric tariff and the cost of water production, are considered for each water supply source. The model also considers the pressure-dependent consumption, which directly influences the setpoint curve. To test the methodology, a software application is implemented using the EPANET toolkit. The two case studies demonstrate the benefits of the approach in developing optimal pump operating policies which otherwise would be difficult to infer.
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      Operation of Multiple Pumped-Water Sources with No Storage

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    contributor authorLeón-Celi C. F.;Iglesias-Rey P. L.;Martínez-Solano F. J.;Savic D.
    date accessioned2019-02-26T07:35:59Z
    date available2019-02-26T07:35:59Z
    date issued2018
    identifier other%28ASCE%29WR.1943-5452.0000971.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248161
    description abstractThe cost of pumping is one of the most significant operational expenditures in a water distribution network. When a network has multiple water sources, which are associated with pumping stations, it may be possible to optimize those costs. One way to minimize costs is to determine the optimal flow rate for each pumping station and for every point of the temporal demand curve, while keeping the energy cost minimized. This also requires that the required minimum pressure at the critical point in the network be satisfied. This paper introduces a principle known as the setpoint curve as the key component of the network optimization methodology. A direct search algorithm based on the Hooke–Jeeves approach is tested in two case studies. Two key cost factors, the electric tariff and the cost of water production, are considered for each water supply source. The model also considers the pressure-dependent consumption, which directly influences the setpoint curve. To test the methodology, a software application is implemented using the EPANET toolkit. The two case studies demonstrate the benefits of the approach in developing optimal pump operating policies which otherwise would be difficult to infer.
    publisherAmerican Society of Civil Engineers
    titleOperation of Multiple Pumped-Water Sources with No Storage
    typeJournal Paper
    journal volume144
    journal issue9
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)WR.1943-5452.0000971
    page4018050
    treeJournal of Water Resources Planning and Management:;2018:;Volume ( 144 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian