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    Fertigation in Furrows and Level Furrow Systems. II: Field Experiments, Model Calibration, and Practical Applications

    Source: Journal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 004
    Author:
    J. Burguete
    ,
    N. Zapata
    ,
    P. García-Navarro
    ,
    M. Maïkaka
    ,
    E. Playán
    ,
    J. Murillo
    DOI: 10.1061/(ASCE)IR.1943-4774.0000098
    Publisher: American Society of Civil Engineers
    Abstract: Furrow fertigation can be an interesting practice when compared to traditional overland fertilizer application. In the first paper of this series, a model for furrow fertigation was presented. The simulation model combined overland water flow (Saint-Venant equations), solute transport (advection-dispersion), and infiltration. Particular attention was paid to the treatment of junctions present in level furrow systems. In this paper, the proposed model is validated using five furrow fertigation evaluations differing in irrigation discharge, fertilizer application timing, and furrow geometry. Model parameters for infiltration and roughness were estimated using error minimization techniques. The error norm was based on observed and simulated values of advance time, flow depth, and fertilizer concentration. Model parameters could be adequately predicted from just one discharge experiment, although the use of more experiments resulted in decreased error. The validated model was applied to the simulation of a level furrow system from the literature. The model adequately reproduced irrigation advance and flow depth. Fertigation events differing in application timing were simulated to identify conditions leading to adequate fertilizer uniformity.
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      Fertigation in Furrows and Level Furrow Systems. II: Field Experiments, Model Calibration, and Practical Applications

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/64981
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorJ. Burguete
    contributor authorN. Zapata
    contributor authorP. García-Navarro
    contributor authorM. Maïkaka
    contributor authorE. Playán
    contributor authorJ. Murillo
    date accessioned2017-05-08T21:52:32Z
    date available2017-05-08T21:52:32Z
    date copyrightAugust 2009
    date issued2009
    identifier other%28asce%29ir%2E1943-4774%2E0000125.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64981
    description abstractFurrow fertigation can be an interesting practice when compared to traditional overland fertilizer application. In the first paper of this series, a model for furrow fertigation was presented. The simulation model combined overland water flow (Saint-Venant equations), solute transport (advection-dispersion), and infiltration. Particular attention was paid to the treatment of junctions present in level furrow systems. In this paper, the proposed model is validated using five furrow fertigation evaluations differing in irrigation discharge, fertilizer application timing, and furrow geometry. Model parameters for infiltration and roughness were estimated using error minimization techniques. The error norm was based on observed and simulated values of advance time, flow depth, and fertilizer concentration. Model parameters could be adequately predicted from just one discharge experiment, although the use of more experiments resulted in decreased error. The validated model was applied to the simulation of a level furrow system from the literature. The model adequately reproduced irrigation advance and flow depth. Fertigation events differing in application timing were simulated to identify conditions leading to adequate fertilizer uniformity.
    publisherAmerican Society of Civil Engineers
    titleFertigation in Furrows and Level Furrow Systems. II: Field Experiments, Model Calibration, and Practical Applications
    typeJournal Paper
    journal volume135
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000098
    treeJournal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 004
    contenttypeFulltext
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