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    Modeling Attenuation of Storm Surge over Deformable Vegetation: Parametric Study 

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 008
    Author(s): Haihong Zhao; Qin Chen
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a parametric study on storm-surge reduction by flexible vegetation in coastal wetlands under idealized prototype conditions. A vegetation-induced flow resistance model that considers flow depth, flow ...
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    Theoretical Models for Wave Energy Dissipation Caused by Vegetation 

    Source: Journal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 002
    Author(s): Qin Chen; Haihong Zhao
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents theoretical and numerical analyses of random wave attenuation attributable to vegetation. Existing models based on Rayleigh distribution of wave heights are critically examined followed by the development ...
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    Hydrodynamic Investigation of Coastal Bridge Collapse during Hurricane Katrina 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 003
    Author(s): Qin Chen; Lixia Wang; Haihong Zhao
    Publisher: American Society of Civil Engineers
    Abstract: A number of U.S. coastal bridges have been destroyed by hurricanes, including three highway bridges in Mississippi and Louisiana during Hurricane Katrina (2005). This paper addresses three fundamental questions on the ...
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    Prediction of Wind Waves in a Shallow Estuary 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2005:;Volume ( 131 ):;issue: 004
    Author(s): Qin Chen; Haihong Zhao; Kelin Hu; Scott L. Douglass
    Publisher: American Society of Civil Engineers
    Abstract: In comparison with wave modeling on an open coast, the complex geometry and bathymetry of estuaries, the unsteady conditions associated with estuarine circulation generated by tides and winds, and the relatively inadequate ...
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