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    Simulation Model for Level Furrows. I: Analysis of Field Experiments

    Source: Journal of Irrigation and Drainage Engineering:;2004:;Volume ( 130 ):;issue: 002
    Author:
    E. Playán
    ,
    J. A. Rodrı´guez
    ,
    P. Garcı´a-Navarro
    DOI: 10.1061/(ASCE)0733-9437(2004)130:2(106)
    Publisher: American Society of Civil Engineers
    Abstract: The level-furrow irrigation system consists of furrowing a level basin. In level furrows, irrigation proceeds just like in level basins: the field is flooded from one point and water spreads to irrigate each furrow. Several writers have reported that this irrigation system has the potential to conserve water as compared to level-basin irrigation. However, no comparative studies on the performance of both irrigation systems are available, and the simulation of level furrows has not been attempted. In this work, two field experiments are reported. Both of them were performed in the same soil and in the same conditions. In the first experiment, infiltration was estimated for a series of furrow irrigation discharges and for a level basin. In the second experiment, a level furrow irrigation event was evaluated. A simulated level basin irrigation event in the level furrow experimental field required six times more time and water to complete advance. Infiltration equations including the irrigation discharge or the wetted perimeter as independent variables were proposed for the experimental furrow conditions. Application of a furrow simulation model to the level–furrow experiment resulted in an underestimation of the time of advance. To overcome this problem, a simulation model for level furrows was developed and is presented in a companion paper. The reported field experiments were used to validate the model, which was applied (in a companion paper) to explore adequate conditions for level furrow irrigation performance.
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      Simulation Model for Level Furrows. I: Analysis of Field Experiments

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    contributor authorE. Playán
    contributor authorJ. A. Rodrı´guez
    contributor authorP. Garcı´a-Navarro
    date accessioned2017-05-08T20:49:25Z
    date available2017-05-08T20:49:25Z
    date copyrightApril 2004
    date issued2004
    identifier other%28asce%290733-9437%282004%29130%3A2%28106%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28238
    description abstractThe level-furrow irrigation system consists of furrowing a level basin. In level furrows, irrigation proceeds just like in level basins: the field is flooded from one point and water spreads to irrigate each furrow. Several writers have reported that this irrigation system has the potential to conserve water as compared to level-basin irrigation. However, no comparative studies on the performance of both irrigation systems are available, and the simulation of level furrows has not been attempted. In this work, two field experiments are reported. Both of them were performed in the same soil and in the same conditions. In the first experiment, infiltration was estimated for a series of furrow irrigation discharges and for a level basin. In the second experiment, a level furrow irrigation event was evaluated. A simulated level basin irrigation event in the level furrow experimental field required six times more time and water to complete advance. Infiltration equations including the irrigation discharge or the wetted perimeter as independent variables were proposed for the experimental furrow conditions. Application of a furrow simulation model to the level–furrow experiment resulted in an underestimation of the time of advance. To overcome this problem, a simulation model for level furrows was developed and is presented in a companion paper. The reported field experiments were used to validate the model, which was applied (in a companion paper) to explore adequate conditions for level furrow irrigation performance.
    publisherAmerican Society of Civil Engineers
    titleSimulation Model for Level Furrows. I: Analysis of Field Experiments
    typeJournal Paper
    journal volume130
    journal issue2
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2004)130:2(106)
    treeJournal of Irrigation and Drainage Engineering:;2004:;Volume ( 130 ):;issue: 002
    contenttypeFulltext
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