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    Two‐Dimensional Flood Routing on Steep Slopes 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 008
    Author(s): Robert A. Laura; John D. Wang
    Publisher: American Society of Civil Engineers
    Abstract: Program ROUTWEIR represents a two‐dimensional flood routing model designed to analyze two‐dimensional flow caused by rainfall and runoff flooding events. Input to the program consists of known geometry, topography, initial ...
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    Tidal Circulation in North Biscayne Bay 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1986:;Volume ( 112 ):;issue: 006
    Author(s): John D. Wang; Jacobus van de Kreeke
    Publisher: American Society of Civil Engineers
    Abstract: The hydrodynamic exchange in this barrier island lagoon that has been highly modified by dredging and causeway construction is analyzed using field measurements and numerical models. Based on the field observations, a ...
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    Finite Element Characteristic Advection Model 

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 009
    Author(s): John D. Wang; Stephen V. Cofer‐Shabica; Joycelyn Chin Fatt
    Publisher: American Society of Civil Engineers
    Abstract: For advection‐dominated transport processes, the traditional numerical techniques for solving the advection‐diffusion equation fail because of numerical oscillations. Fractional step solutions, in which the advection and ...
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    Wave Data Discretization for Shore Line Processes 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1983:;Volume ( 109 ):;issue: 001
    Author(s): Bernard Le Mehaute; John D. Wang; Chia‐Chi Lu
    Publisher: American Society of Civil Engineers
    Abstract: The use of synoptic atlases of wave climatologies for determining shore line evolution is examined critically. It is concluded that the fineness of discretization of wave height is not too important, as long as energy is ...
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    Closure to “<i>Wave Data Discretization for Shore Line Processes</i>” by Bernard Le Mehaute, John D. Wang, and Chia‐Chi Lu (February, 1983) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1984:;Volume ( 110 ):;issue: 001
    Author(s): Bernard Le Mehaute; John D. Wang; Chia‐Chi Lu
    Publisher: American Society of Civil Engineers
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    Boundary Integral Equation Method for Limit Surface Gravity Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author(s): Chia‐Chi Lu; John D. Wang; Bernard Le Mehaute
    Publisher: American Society of Civil Engineers
    Abstract: A numerical solution to periodic nonlinear irrotational surface gravity waves on a horizontal sea floor is developed using an iterative Boundary Integral Equation Method (BIEM). This solution technique is subsequently ...
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    Transport Prediction in Partially Stratified Tidal Water 

    Source: Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 003
    Author(s): John D. Wang; Alan F. Blumberg; H. Lee Butler; Peter Hamilton
    Publisher: American Society of Civil Engineers
    Abstract: The essentials of hydrodynamic model application techniques and necessary supporting data are given for the situation of a partially stratified water body. The presentation is aimed at improving numerical predictions of ...
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