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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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    How Large Immobile Sediments in Gravel Bed Rivers Impact Sediment Transport and Bed Morphology 

    Source: Journal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 002:;page 04020096
    Author(s): C. W. McKie; C. Juez; B. D. Plumb; W. K. Annable; M. J. Franca
    Publisher: ASCE
    Abstract: A common approach used to mitigate riverbank erosion and maintain watercourse alignments has been through the application of riprap or larger, more stable particles to channel boundaries along reaches of interest. However, ...
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