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    Discussion of “Finite Volume Model for Shallow Water Equations with Improved Treatment of Source Terms” by Soumendra Nath Kuiry, Kiran Pramanik, and Dhrubajyoti Sen 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): Alessandro Valiani; Lorenzo Begnudelli
    Publisher: American Society of Civil Engineers
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    Closure to “Divergence Form for Bed Slope Source Term in Shallow Water Equations” by Alessandro Valiani and Lorenzo Begnudelli 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author(s): Alessandro Valiani; Lorenzo Begnudelli
    Publisher: American Society of Civil Engineers
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    Divergence Form for Bed Slope Source Term in Shallow Water Equations 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 007
    Author(s): Alessandro Valiani; Lorenzo Begnudelli
    Publisher: American Society of Civil Engineers
    Abstract: A novel technique is presented for the treatment of the bed slope source terms within the numerical solution of the shallow water equations. The proposed method consists of writing the bed slope source term as the divergence ...
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    Conservative Wetting and Drying Methodology for Quadrilateral Grid Finite-Volume Models 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 003
    Author(s): Lorenzo Begnudelli; Brett F. Sanders
    Publisher: American Society of Civil Engineers
    Abstract: Algebraic equations relating fluid volume and the free surface elevation in partially wetted quadrilateral computational cells are derived and incorporated into a Godunov-type, finite-volume, shallow-water model. These ...
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    Unstructured Grid Finite-Volume Algorithm for Shallow-Water Flow and Scalar Transport with Wetting and Drying 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): Lorenzo Begnudelli; Brett F. Sanders
    Publisher: American Society of Civil Engineers
    Abstract: A high-resolution, unstructured grid, finite-volume algorithm is developed for unsteady, two-dimensional, shallow-water flow and scalar transport over arbitrary topography with wetting and drying. The algorithm uses a grid ...
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    Simulation of the St. Francis Dam-Break Flood 

    Source: Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 011
    Author(s): Lorenzo Begnudelli; Brett F. Sanders
    Publisher: American Society of Civil Engineers
    Abstract: A two-dimensional (2D) simulation of flooding from the 1928 failure of St. Francis Dam in southern California is presented. The simulation algorithm solves shallow-water equations using a robust unstructured grid Godunov-type ...
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    Adaptive Godunov-Based Model for Flood Simulation 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 006
    Author(s): Lorenzo Begnudelli; Brett F. Sanders; Scott F. Bradford
    Publisher: American Society of Civil Engineers
    Abstract: Godunov-based shallow-water models utilize a discontinuous reconstruction of data at cell faces even for smooth flow, which can cause energy dissipation and degrade accuracy. Analysis of discrete equations shows that jumps ...
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