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    One-Dimensional Riemann Solver Involving Variable Horizontal Density to Compute Unsteady Sediment Transport 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 003
    Author(s): C. Juez; J. Murillo; P. García-Navarro
    Publisher: American Society of Civil Engineers
    Abstract: Intense transient shallow flows over erodible bed imply the appearance of a changing horizontal density attributable to the presence of sediment particles in the water layer. The lack of consideration of the variability ...
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    One-Dimensional Riemann Solver Involving Variable Horizontal Density to Compute Unsteady Sediment Transport 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 003
    Author(s): C. Juez; J. Murillo; P. García-Navarro
    Publisher: American Society of Civil Engineers
    Abstract: Intense transient shallow flows over erodible bed imply the appearance of a changing horizontal density attributable to the presence of sediment particles in the water layer. The lack of consideration of the variability ...
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    Analysis of the Friction Term in the One-Dimensional Shallow-Water Model 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 009
    Author(s): J. Burguete; P. García-Navarro; J. Murillo; I. García-Palacín
    Publisher: American Society of Civil Engineers
    Abstract: The numerical simulation of unsteady open channel flows is very commonly performed using the one-dimensional shallow-water model. Friction is one of the relevant forces included in the momentum equation. In this work, a ...
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    Transient Two-Dimensional Simulation of Real Flood Events in a Mediterranean Floodplain 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 007
    Author(s): M. González-Sanchis; J. Murillo; B. Latorre; F. Comín; P. García-Navarro
    Publisher: American Society of Civil Engineers
    Abstract: The application of a two-dimensional (2D) finite volume numerical model to real flood events in the Ebro River is presented. The hydraulic model used is based on the 2D transient shallow-water equations on the irregular ...
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    Fertigation in Furrows and Level Furrow Systems. I: Model Description and Numerical Tests 

    Source: Journal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 004
    Author(s): J. Burguete; N. Zapata; P. García-Navarro; M. Maïkaka; E. Playán; J. Murillo
    Publisher: American Society of Civil Engineers
    Abstract: The simulation of fertigation in furrows and level furrow systems faces a number of problems resulting in relevant restrictions to its widespread application. In this paper, a simulation model is proposed that addresses ...
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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(s): J. Burguete; N. Zapata; P. García-Navarro; M. Maïkaka; E. Playán; J. Murillo
    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 ...
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