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    One-Dimensional Modeling of Dam-Break Flow over Movable Beds 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 001
    Author(s): Weiming Wu; Sam S. Wang
    Publisher: American Society of Civil Engineers
    Abstract: A one-dimensional model has been established to simulate the fluvial processes under dam-break flow over movable beds. The hydrodynamic model adopts the generalized shallow water equations, which consider the effects of ...
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    Closure to “One-Dimensional Modeling of Dam-Break Flow over Movable Beds” by W. Wu and S. S. Y. Wang 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 010
    Author(s): Weiming Wu; Sam S. Wang
    Publisher: American Society of Civil Engineers
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    3D Numerical Simulation of Turbulent Buoyant Flow and Heat Transport in a Curved Open Channel 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 007
    Author(s): Xiaobo Chao; Yafei Jia; Sam S. Wang
    Publisher: American Society of Civil Engineers
    Abstract: A three-dimensional buoyancy-extended version of
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    Coupled Finite-Volume Model for 2D Surface and 3D Subsurface Flows 

    Source: Journal of Hydrologic Engineering:;2008:;Volume ( 013 ):;issue: 009
    Author(s): Zhiguo He; Weiming Wu; Sam S. Wang
    Publisher: American Society of Civil Engineers
    Abstract: Surface-subsurface interactions are an intrinsic component of the hydrologic response within a watershed; therefore, hydrologic modeling tools should consider these interactions to provide reliable predictions, especially ...
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    Development and Validation of a Quasi-Three-Dimensional Coastal Area Morphological Model 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 006
    Author(s): Yan Ding; Sam S. Wang; Yafei Jia
    Publisher: American Society of Civil Engineers
    Abstract: A quasi-three-dimensional coastal area morphological (Q3DCAM) model has been developed using the process-based approach. It is for simulating complex multiscale coastal processes, primarily morphodynamic changes of the ...
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    Development and Application of a Phosphorus Model for a Shallow Oxbow Lake 

    Source: Journal of Environmental Engineering:;2006:;Volume ( 132 ):;issue: 011
    Author(s): Xiaobo Chao; Yafei Jia; Charles M. Cooper; F. Douglas Shields Jr.; Sam S. Wang
    Publisher: American Society of Civil Engineers
    Abstract: A three-dimensional numerical model was developed for simulating the phosphorus concentration in shallow lakes. In this model, the computational domain was divided into two parts: the water column and the bed sediment ...
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    Three-Dimensional Numerical Simulation and Analysis of Flows around a Submerged Weir in a Channel Bendway 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 008
    Author(s): Yafei Jia; Steve Scott; Yichun Xu; Suiliang Huang; Sam S. Wang
    Publisher: American Society of Civil Engineers
    Abstract: To improve navigation conditions for barges passing through river channels, many submerged weirs (SWs) have been installed along the bendways of many waterways by the U.S. Army Corps of Engineers. This paper presents results ...
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    2D Shallow-Water Model Using Unstructured Finite-Volumes Methods 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 003
    Author(s): Dan K. Nguyen; Yu-E Shi; Sam S. Wang; The Hung Nguyen
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a two-dimensional (2D) shallow-water numerical model, which is based on the resolution of the Saint–Venant equation using the unstructured finite-volumes method, combined with Green’s theorem technique. ...
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