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    Flow Redistribution at Bridge Contractions in Compound Channel for Extreme Hydrological Events and Implications for Sediment Scour 

    Source: Journal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 003:;page 04021005-1
    Author(s): Yifan Yang; Xiaozhou Xiong; Bruce W. Melville; Terry W. Sturm
    Publisher: ASCE
    Abstract: This study investigates the flood flow characteristics in a compound channel subject to both lateral contraction (caused by bridge abutment/embankment) and vertical contraction (caused by bridge deck submergence) at bridge ...
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    Delineating Flood-Induced Sediment Scour in Bridge-Contracted Channels: Processes, Patterns, and Scour Depth under Various Scour Regimes 

    Source: Journal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 006:;page 04024042-1
    Author(s): Yifan Yang; Xiaozhou Xiong; Bruce W. Melville; Terry W. Sturm
    Publisher: American Society of Civil Engineers
    Abstract: Flooding water in extreme hydrometeorological events may be significantly contracted by bridge abutments and superstructures, leading to severe sediment scour and threatening structure stability. A series of large-scale ...
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    Effects of Streamwise Abutment Length on Scour at Riprap Apron-Protected Setback Abutments in Compound Channels 

    Source: Journal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 003:;page 04021003-1
    Author(s): Bruce W. Melville; Yifan Yang; Xiaozhou Xiong; Robert Ettema; Alireza Nowroozpour
    Publisher: ASCE
    Abstract: Scour at bridge abutments usually consists of local and contraction scour that correlate because of the flow field that develops both scours. Flume experiments were conducted using simulated compound channels to investigate ...
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