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    Model for the Simulation of Water Flows in Irrigation Districts. I: Description

    Source: Journal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author:
    S. Lecina
    ,
    E. Playán
    DOI: 10.1061/(ASCE)0733-9437(2006)132:4(310)
    Publisher: American Society of Civil Engineers
    Abstract: Significant improvements in the profitability and sustainability of irrigated areas can be obtained by the application of new technologies. In this work, a model for the simulation of water flows in irrigation districts is presented. The model is based on the combination of a number of modules specialized on surface irrigation, open channel distribution networks, crop growth modeling, irrigation decision making, and hydrosaline balances. These modules are executed in parallel, and are connected by a series of variables. The surface irrigation module is based on a numerical hydrodynamic routine solving the Saint Venant equations, including the heterogeneity of soil physical properties. The simulation of water conveyance is performed on the basis of the capacity of the elements of the conveyance network. Crop growth is simulated using a scheme derived from the well-known model CropWat. The irrigation decision making module satisfies water orders considering water stress, yield sensitivity to stress, multiple water sources, and the network capacity. Finally, the hydrosaline module is based on a steady state approach, and provides estimations of the volume and salinity of the irrigation return flows for the whole irrigation season. The application of the model to district irrigation management and modernization studies may be limited by the volume of data required. In a companion paper, the model is calibrated, validated, and applied to a real irrigation district.
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      Model for the Simulation of Water Flows in Irrigation Districts. I: Description

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    http://yetl.yabesh.ir/yetl1/handle/yetl/28451
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    contributor authorS. Lecina
    contributor authorE. Playán
    date accessioned2017-05-08T20:49:46Z
    date available2017-05-08T20:49:46Z
    date copyrightAugust 2006
    date issued2006
    identifier other%28asce%290733-9437%282006%29132%3A4%28310%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28451
    description abstractSignificant improvements in the profitability and sustainability of irrigated areas can be obtained by the application of new technologies. In this work, a model for the simulation of water flows in irrigation districts is presented. The model is based on the combination of a number of modules specialized on surface irrigation, open channel distribution networks, crop growth modeling, irrigation decision making, and hydrosaline balances. These modules are executed in parallel, and are connected by a series of variables. The surface irrigation module is based on a numerical hydrodynamic routine solving the Saint Venant equations, including the heterogeneity of soil physical properties. The simulation of water conveyance is performed on the basis of the capacity of the elements of the conveyance network. Crop growth is simulated using a scheme derived from the well-known model CropWat. The irrigation decision making module satisfies water orders considering water stress, yield sensitivity to stress, multiple water sources, and the network capacity. Finally, the hydrosaline module is based on a steady state approach, and provides estimations of the volume and salinity of the irrigation return flows for the whole irrigation season. The application of the model to district irrigation management and modernization studies may be limited by the volume of data required. In a companion paper, the model is calibrated, validated, and applied to a real irrigation district.
    publisherAmerican Society of Civil Engineers
    titleModel for the Simulation of Water Flows in Irrigation Districts. I: Description
    typeJournal Paper
    journal volume132
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2006)132:4(310)
    treeJournal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 004
    contenttypeFulltext
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