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    Optimal Design and Operation of Irrigation Pumping Stations

    Source: Journal of Irrigation and Drainage Engineering:;2003:;Volume ( 129 ):;issue: 003
    Author:
    Mahdi Moradi-Jalal
    ,
    Miguel A. Mariño
    ,
    Abbas Afshar
    DOI: 10.1061/(ASCE)0733-9437(2003)129:3(149)
    Publisher: American Society of Civil Engineers
    Abstract: A methodology based on solving a large-scale nonlinear programming problem is presented for the optimal design and operation of pumping stations. Optimum design and operation refers to the selection of pump type, capacity, and number of units as well as scheduling the operation of irrigation pumps that results in minimum design and operating cost for a given set of demand curves. The design criteria for such pumping stations are based fundamentally on some important and critical parameters, such as pump capacity, number of units, types of pumps, and civil works. The optimization process consists of three main steps: (1) determination of minimum yearly consumed energy; (2) minimization of the total cost for all sets of pumping stations; and (3) selection of the least-cost set among the feasible sets of pumping stations, recognizing a combination of the cited criteria. The computational analysis is based upon one major objective function and a computer program, which is developed to solve the generated equations. Application of the model to the Farabi Agricultural and Industrial Project, Iran, shows considerable savings, about 25% in total annual cost of the pumping station.
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      Optimal Design and Operation of Irrigation Pumping Stations

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/28177
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorMahdi Moradi-Jalal
    contributor authorMiguel A. Mariño
    contributor authorAbbas Afshar
    date accessioned2017-05-08T20:49:21Z
    date available2017-05-08T20:49:21Z
    date copyrightJune 2003
    date issued2003
    identifier other%28asce%290733-9437%282003%29129%3A3%28149%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28177
    description abstractA methodology based on solving a large-scale nonlinear programming problem is presented for the optimal design and operation of pumping stations. Optimum design and operation refers to the selection of pump type, capacity, and number of units as well as scheduling the operation of irrigation pumps that results in minimum design and operating cost for a given set of demand curves. The design criteria for such pumping stations are based fundamentally on some important and critical parameters, such as pump capacity, number of units, types of pumps, and civil works. The optimization process consists of three main steps: (1) determination of minimum yearly consumed energy; (2) minimization of the total cost for all sets of pumping stations; and (3) selection of the least-cost set among the feasible sets of pumping stations, recognizing a combination of the cited criteria. The computational analysis is based upon one major objective function and a computer program, which is developed to solve the generated equations. Application of the model to the Farabi Agricultural and Industrial Project, Iran, shows considerable savings, about 25% in total annual cost of the pumping station.
    publisherAmerican Society of Civil Engineers
    titleOptimal Design and Operation of Irrigation Pumping Stations
    typeJournal Paper
    journal volume129
    journal issue3
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2003)129:3(149)
    treeJournal of Irrigation and Drainage Engineering:;2003:;Volume ( 129 ):;issue: 003
    contenttypeFulltext
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