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    Optimal Design of Pressurized Irrigation Subunit

    Source: Journal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author:
    Ravindra V. Kale
    ,
    Rajesh P. Singh
    ,
    Pooran S. Mahar
    DOI: 10.1061/(ASCE)0733-9437(2008)134:2(137)
    Publisher: American Society of Civil Engineers
    Abstract: A linear programming (LP) model is presented for optimal design of the pressurized irrigation system subunit. The objective function of the LP is to minimize the equivalent annual fixed cost of pipe network of the irrigation system and its annual operating energy cost. The hydraulic characteristics in the irrigation subunit are ensured by using the length, energy conservation, and pressure head constraints. The input data are the system layout, segment-wise cost and hydraulic gradients in all the alternative pipe diameters, and energy cost per unit head of pumping water through the pipeline network. The output data are: segment-wise lengths of different diameters, operating inlet pressure head, and equivalent annual cost of the pipeline network. The explicit optimal design is demonstrated with design examples on lateral and submain or manifold of pressurized irrigation systems. The effect of the equations for friction head loss calculation on optimization procedure is investigated through the design example for microirrigation manifold. The performance evaluation of the proposed model in comparison with the analytical methods, graphical methods, numerical solutions, and dynamic programming optimization model reveals the good performance of the proposed model. The verification of operating inlet pressure head obtained by the proposed model with accurate numerical step-by-step method suggested that it is mostly accurate.
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      Optimal Design of Pressurized Irrigation Subunit

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/28623
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorRavindra V. Kale
    contributor authorRajesh P. Singh
    contributor authorPooran S. Mahar
    date accessioned2017-05-08T20:50:01Z
    date available2017-05-08T20:50:01Z
    date copyrightApril 2008
    date issued2008
    identifier other%28asce%290733-9437%282008%29134%3A2%28137%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28623
    description abstractA linear programming (LP) model is presented for optimal design of the pressurized irrigation system subunit. The objective function of the LP is to minimize the equivalent annual fixed cost of pipe network of the irrigation system and its annual operating energy cost. The hydraulic characteristics in the irrigation subunit are ensured by using the length, energy conservation, and pressure head constraints. The input data are the system layout, segment-wise cost and hydraulic gradients in all the alternative pipe diameters, and energy cost per unit head of pumping water through the pipeline network. The output data are: segment-wise lengths of different diameters, operating inlet pressure head, and equivalent annual cost of the pipeline network. The explicit optimal design is demonstrated with design examples on lateral and submain or manifold of pressurized irrigation systems. The effect of the equations for friction head loss calculation on optimization procedure is investigated through the design example for microirrigation manifold. The performance evaluation of the proposed model in comparison with the analytical methods, graphical methods, numerical solutions, and dynamic programming optimization model reveals the good performance of the proposed model. The verification of operating inlet pressure head obtained by the proposed model with accurate numerical step-by-step method suggested that it is mostly accurate.
    publisherAmerican Society of Civil Engineers
    titleOptimal Design of Pressurized Irrigation Subunit
    typeJournal Paper
    journal volume134
    journal issue2
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2008)134:2(137)
    treeJournal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 002
    contenttypeFulltext
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