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    Spatial and Temporal Characteristics of Transient Extreme Wave Profiles on Depth-Varying Currents 

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 009
    Author(s): Aifeng Yao; Chin H. Wu
    Publisher: American Society of Civil Engineers
    Abstract: The results of laboratory experiments on transient (short lived), extreme (highest nonbreaking) waves on depth-varying currents are reported. A new feedback control wave focusing method on currents was developed to create ...
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    Fully Nonhydrostatic Modeling of Surface Waves 

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 004
    Author(s): Hengliang Yuan; Chin H. Wu
    Publisher: American Society of Civil Engineers
    Abstract: A fully nonhydrostatic model is tested by simulating a range of surface-wave motions, including linear dispersive waves, nonlinear Stokes waves, wave propagation over bottom topographies, and wave–current interaction. The ...
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    Nonhydrostatic Modeling of Nonlinear Deep-Water Wave Groups 

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 002
    Author(s): Chih-Chieh Young; Chin H. Wu
    Publisher: American Society of Civil Engineers
    Abstract: A nonhydrostatic model with a higher-order top-layer pressure treatment is developed. Accuracy with respect to linear wave dispersion and wave nonlinearity is carefully examined. The model is thereafter applied to simulate ...
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    Diurnal Dynamics in a Small Shallow Lake under Spatially Nonuniform Wind and Weak Stratification 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 011
    Author(s): Nobuaki Kimura; Chin H. Wu; John A. Hoopes; Akira Tai
    Publisher: American Society of Civil Engineers
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    Automated Sediment Erosion Testing System Using Digital Imaging 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 008
    Author(s): Cheegwan Lee; Chin H. Wu; John A. Hoopes
    Publisher: American Society of Civil Engineers
    Abstract: Measurement of vertical profiles of the critical shear stress,
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    Richards Equation Model of a Rain Garden 

    Source: Journal of Hydrologic Engineering:;2004:;Volume ( 009 ):;issue: 003
    Author(s): Alejandro R. Dussaillant; Chin H. Wu; Kenneth W. Potter
    Publisher: American Society of Civil Engineers
    Abstract: Traditional stormwater management does not mitigate groundwater depletion resulting from groundwater pumping and reduction in recharge. Infiltration practices, such as rain gardens, offer a potentially effective approach ...
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    Development and Application of an Automated River-Estuary Discharge Imaging System 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 004
    Author(s): Adam J. Bechle; Chin H. Wu; Wen-Cheng Liu; Nobuaki Kimura
    Publisher: American Society of Civil Engineers
    Abstract: An automated river-estuary discharge imaging system (AREDIS) is developed to measure the velocity of a wide tidal estuary. The system contains near- and far-field cameras that capture the entire 370-m-wide channel from an ...
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    Efficient Nonhydrostatic Modeling of Surface Waves from Deep to Shallow Water 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2010:;Volume ( 136 ):;issue: 002
    Author(s): Chin H. Wu; Chih-Chieh Young; Qin Chen; Patrick J. Lynett
    Publisher: American Society of Civil Engineers
    Abstract: An efficient nonhydrostatic model with the embedded Boussinesq-type like equations at the free surface is presented to simulate surface waves from shallow to deep water. The new free-surface treatment yields an accurate ...
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