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    Simulation of Shallow Flows in Nonuniform Open Channels 

    Source: Journal of Fluids Engineering:;2008:;volume( 130 ):;issue: 001:;page 11205
    Author(s): Qiuhua Liang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents a new formulation of the 2D shallow water equations, based on which a numerical model (referred to as NewChan) is developed for simulating complex flows in nonuniform open ...
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    Flood Simulation Using a Well-Balanced Shallow Flow Model 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 009
    Author(s): Qiuhua Liang
    Publisher: American Society of Civil Engineers
    Abstract: This work extends and improves a one-dimensional shallow flow model to two-dimensional (2D) for real-world flood simulations. The model solves a prebalanced formulation of the fully 2D shallow water equations, including ...
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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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    Flood Inundation Modeling with an Adaptive Quadtree Grid Shallow Water Equation Solver 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 011
    Author(s): Qiuhua Liang; Guozhi Du; Jim W. Hall; Alistair G. Borthwick
    Publisher: American Society of Civil Engineers
    Abstract: Flood risk studies require hydraulic modeling in order to estimate flow depths and other hydraulic variables in the floodplain for a wide range of input conditions. Currently there is a need to improve the computational ...
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