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    Effects of Upstream Weir Slope on Local Scour at Submerged Weirs 

    Source: Journal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 003
    Author(s): Wang Lu;Melville Bruce W.;Guan Dawei
    Publisher: American Society of Civil Engineers
    Abstract: The variation of upstream slope of a submerged weir could significantly alter the local flow pattern and sediment transport. This paper presents an experimental investigation into local scour at submerged weirs with different ...
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    Unified Formula for Critical Shear Stress for Erosion of Sand, Mud, and Sand–Mud Mixtures 

    Source: Journal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 008
    Author(s): Chen Dake;Wang Yigang;Melville Bruce;Huang Huiming;Zhang Weina
    Publisher: American Society of Civil Engineers
    Abstract: Research on erosion behavior of sediments usually treats sand and mud separately. However, natural soil often occurs as a sand–mud mixture. An expression for cohesive forces in sand–mud mixtures, which considers the effect ...
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    Local Scour at Downstream Sloped Submerged Weirs 

    Source: Journal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 008
    Author(s): Wang Lu;Melville Bruce W.;Guan Dawei;Whittaker Colin N.
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental study of local scour at submerged weirs with different downstream slopes. Thirty-three tests of coarse sand (d5=.85  mm) and 24 tests of fine sand (d5=.26  mm) were carried out in a ...
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    Flood Inundation-Induced Bridge Pressure Scour: Developing New Prediction Equations and Exploring Machine-Learning Methods 

    Source: Journal of Hydraulic Engineering:;2026:;Volume ( 152 ):;issue: 003:;page 04026004-1
    Author(s): Tang, Zihao; Yang, Yifan; Melville, Bruce; Xie, Yushu
    Publisher: American Society of Civil Engineers
    Abstract: AbstractBridge pressure scour occurs when the bridge deck is inundated during a flood event, causing significant threats to the stability of local streambeds and bridge foundations. In the present study, new flume experiments ...
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    Clear-Water Local Scour at Skewed Complex Bridge Piers 

    Source: Journal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 006
    Author(s): Yang Yifan;Melville Bruce W.;Sheppard D. M.;Shamseldin Asaad Y.
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study on flow-induced clear-water local scour at complex bridge piers was conducted using two typical pier models, nine pile-cap elevations, and seven pier skew angles from ° to 9° with a 15° interval. ...
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