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    Scour around an Erodible Abutment with Riprap Apron over Time 

    Source: Journal of Hydraulic Engineering:;2019:;Volume (0145):;issue:006
    Author(s): Seung Ho Hong;Irfan Abid
    Publisher: American Society of Civil Engineers
    Abstract: Acknowledged as a significant cause of bridge failure is abutment scour around bridge foundations. Because of the complexity of flow structures and scour mechanisms around an abutment, abutment scour remains the focus of ...
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    Scour around an Erodible Abutment with Riprap Apron over Time 

    Source: Journal of Hydraulic Engineering:;2019:;Volume ( 145 ):;issue: 006
    Author(s): Seung Ho Hong; Irfan Abid
    Publisher: American Society of Civil Engineers
    Abstract: Acknowledged as a significant cause of bridge failure is abutment scour around bridge foundations. Because of the complexity of flow structures and scour mechanisms around an abutment, abutment scour remains the focus of ...
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    Transitional Flow at Low-Head Ogee Spillway 

    Source: Journal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 002
    Author(s): Seung Ho Hong; Terry W. Sturm; Juan A. González-Castro
    Publisher: American Society of Civil Engineers
    Abstract: Low-head gated spillways provide controlled flow releases for defense against floods and a reliable supply of water for beneficial uses. In addition, a system of spillways in a large water resources system may be used for ...
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    Clear Water Abutment Scour in a Compound Channel for Extreme Hydrologic Events 

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 006
    Author(s): Seung Ho Hong; Terry W. Sturm; Thorsten Stoesser
    Publisher: American Society of Civil Engineers
    Abstract: Peak discharges during large floods can often result in submerged orifice flow (also called “pressure flow”), or embankment and bridge overtopping flow, in which the embankment and abutment foundation of a bridge are ...
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    Effect of Bridge Abutment Length on Turbulence Structure and Flow through the Opening 

    Source: Journal of Hydraulic Engineering:;2019:;Volume ( 145 ):;issue: 006
    Author(s): Ken Vui Chua; Bruño Fraga; Thorsten Stoesser; Seung Ho Hong; Terry Sturm
    Publisher: American Society of Civil Engineers
    Abstract: The method of large eddy simulation (LES) was employed to investigate the flow and turbulence structure around bridge abutments of different lengths placed in a compound, asymmetric channel. The simulations were faithful ...
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    Effect of Bridge Abutment Length on Turbulence Structure and Flow through the Opening 

    Source: Journal of Hydraulic Engineering:;2019:;Volume (0145):;issue:006
    Author(s): Ken Vui Chua;Bruño Fraga;Thorsten Stoesser;Seung Ho Hong;Terry Sturm
    Publisher: American Society of Civil Engineers
    Abstract: The method of large eddy simulation (LES) was employed to investigate the flow and turbulence structure around bridge abutments of different lengths placed in a compound, asymmetric channel. The simulations were faithful ...
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    Interaction between Pier Scour and Other Components of Scour under Clear-Water Conditions 

    Source: Journal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 005:;page 04024025-1
    Author(s): Irfan Abid; Terry W. Sturm; Bruce W. Melville; Seung Ho Hong
    Publisher: American Society of Civil Engineers
    Abstract: Interaction between various components of bridge scour is a complex phenomenon. Bridge submergence during high flooding leads to the scour mechanisms becoming even more complex. Thus, to find the interaction between various ...
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