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    Optimal Operation of Ground‐Water Supply Distribution Systems

    Source: Journal of Water Resources Planning and Management:;1994:;Volume ( 120 ):;issue: 005
    Author:
    S. Pezeshk
    ,
    O. J. Helweg
    ,
    K. E. Oliver
    DOI: 10.1061/(ASCE)0733-9496(1994)120:5(573)
    Publisher: American Society of Civil Engineers
    Abstract: Pumping costs are the major operating expense of ground‐water supply systems. This paper presents a nonlinear optimization model to minimize pumping costs for both a well field and a main water‐supply distribution system. Considerations are given to individual well losses, pump efficiencies, and the hydraulic losses in the pipe network. In addition, the transient drawdown at each well is included in a well‐field model. When the demand served is less than the total capacity, there is a potential for reducing costs in the selection of pumps to meet that demand. A simulation model in conjunction with an optimization algorithm is assembled and optimized using the general nonlinear optimization program MINOS. For a given demand, the optimization procedure provides the best combination of pumps to meet that demand. Two example problems are given to evaluate the validity of the underlying assumptions and to demonstrate some of the characteristics of the proposed procedure.
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      Optimal Operation of Ground‐Water Supply Distribution Systems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/39289
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    contributor authorS. Pezeshk
    contributor authorO. J. Helweg
    contributor authorK. E. Oliver
    date accessioned2017-05-08T21:07:02Z
    date available2017-05-08T21:07:02Z
    date copyrightSeptember 1994
    date issued1994
    identifier other%28asce%290733-9496%281994%29120%3A5%28573%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39289
    description abstractPumping costs are the major operating expense of ground‐water supply systems. This paper presents a nonlinear optimization model to minimize pumping costs for both a well field and a main water‐supply distribution system. Considerations are given to individual well losses, pump efficiencies, and the hydraulic losses in the pipe network. In addition, the transient drawdown at each well is included in a well‐field model. When the demand served is less than the total capacity, there is a potential for reducing costs in the selection of pumps to meet that demand. A simulation model in conjunction with an optimization algorithm is assembled and optimized using the general nonlinear optimization program MINOS. For a given demand, the optimization procedure provides the best combination of pumps to meet that demand. Two example problems are given to evaluate the validity of the underlying assumptions and to demonstrate some of the characteristics of the proposed procedure.
    publisherAmerican Society of Civil Engineers
    titleOptimal Operation of Ground‐Water Supply Distribution Systems
    typeJournal Paper
    journal volume120
    journal issue5
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1994)120:5(573)
    treeJournal of Water Resources Planning and Management:;1994:;Volume ( 120 ):;issue: 005
    contenttypeFulltext
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