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    Influence of Total-Variation-Diminishing Slope Limiting on Local Discontinuous Galerkin Solutions of the Shallow Water Equations 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 002
    Author(s): Georges Kesserwani; Qiuhua Liang
    Publisher: American Society of Civil Engineers
    Abstract: Finite volume (FV) slope limiting is essential to stabilize discontinuous Galerkin (DG) solutions despite a number of side effects such as local loss of accuracy and increased run-time cost. These side effects have been ...
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    Stochastic Galerkin Finite Volume Shallow Flow Model: Well-Balanced Treatment over Uncertain Topography 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 003
    Author(s): James Shaw; Georges Kesserwani
    Publisher: ASCE
    Abstract: Stochastic Galerkin methods can quantify uncertainty at a fraction of the computational expense of conventional Monte Carlo techniques, but such methods have rarely been studied for modeling shallow water flows. Existing ...
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    Fully Coupled Discontinuous Galerkin Modeling of Dam-Break Flows over Movable Bed with Sediment Transport 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 004
    Author(s): Georges Kesserwani; Alireza Shamkhalchian; Mahboobeh Jomeh Zadeh
    Publisher: American Society of Civil Engineers
    Abstract: A one-dimensional (1D) discontinuous Galerkin morphodynamic model has been devised with application to simulate of dam-break flows over erodible beds with suspended sediment transport. The morphodynamic equations adopt the ...
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    Shallow-Flow Velocity Predictions Using Discontinuous Galerkin Solutions 

    Source: Journal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 005:;page 04023008-1
    Author(s): Georges Kesserwani; Janice Lynn Ayog; Mohammad Kazem Sharifian; Domenico Baú
    Publisher: American Society of Civil Engineers
    Abstract: Numerical solvers of the two-dimensional (2D) shallow water equations (2D-SWE) can be an efficient option to predict spatial distribution of velocity fields in quasi-steady flows past or throughout hydraulic engineering ...
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