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    One-Dimensional Coupled Model of Surface Water Flow and Solute Transport for Basin Fertigation

    Source: Journal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 003
    Author:
    Shaohui Zhang
    ,
    Di Xu
    ,
    Yinong Li
    ,
    Meijian Bai
    DOI: 10.1061/(ASCE)IR.1943-4774.0000546
    Publisher: American Society of Civil Engineers
    Abstract: A highly efficient and accurate numerical model of surface water flow and solute transport is useful in the design and evaluation of a basin fertigation system. In this study, a coupled model of surface water flow and solute transport for basin fertigation was first formulated. On the basis of the implicit–explicit time scheme of governing equation of the coupled model, the advection upstream splitting method (AUSM) and central finite-volume methods with scalar dissipation characteristic were employed to discretize the spatial derivatives of physical flux, spatial derivatives of advection matrix, diffusion vector, and water-level slope vector. The forming discretized algebraic equation group of the governing equation was solved in split technique, and a one-dimensional surface-flow and solute-transport coupled numerical model for basin fertigation was proposed. The ability of the proposed model was demonstrated using two numerical tests compared with the model on the basis of the Roe finite-volume method. Three field experiments were conducted to validate the proposed model. The results showed that the model exhibits excellent performance for determining water flow and solute transport under full-time, first-half, and second-half fertilizer-application experiments. The proposed model can serve as a research and practical tool for the design and management of basin fertigation.
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      One-Dimensional Coupled Model of Surface Water Flow and Solute Transport for Basin Fertigation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/65459
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    contributor authorShaohui Zhang
    contributor authorDi Xu
    contributor authorYinong Li
    contributor authorMeijian Bai
    date accessioned2017-05-08T21:53:22Z
    date available2017-05-08T21:53:22Z
    date copyrightMarch 2013
    date issued2013
    identifier other%28asce%29ir%2E1943-4774%2E0000574.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65459
    description abstractA highly efficient and accurate numerical model of surface water flow and solute transport is useful in the design and evaluation of a basin fertigation system. In this study, a coupled model of surface water flow and solute transport for basin fertigation was first formulated. On the basis of the implicit–explicit time scheme of governing equation of the coupled model, the advection upstream splitting method (AUSM) and central finite-volume methods with scalar dissipation characteristic were employed to discretize the spatial derivatives of physical flux, spatial derivatives of advection matrix, diffusion vector, and water-level slope vector. The forming discretized algebraic equation group of the governing equation was solved in split technique, and a one-dimensional surface-flow and solute-transport coupled numerical model for basin fertigation was proposed. The ability of the proposed model was demonstrated using two numerical tests compared with the model on the basis of the Roe finite-volume method. Three field experiments were conducted to validate the proposed model. The results showed that the model exhibits excellent performance for determining water flow and solute transport under full-time, first-half, and second-half fertilizer-application experiments. The proposed model can serve as a research and practical tool for the design and management of basin fertigation.
    publisherAmerican Society of Civil Engineers
    titleOne-Dimensional Coupled Model of Surface Water Flow and Solute Transport for Basin Fertigation
    typeJournal Paper
    journal volume139
    journal issue3
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000546
    treeJournal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 003
    contenttypeFulltext
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