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    Local Scour and Riprap Stability at Bridge Piers in a Degrading Channel 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 003
    Author(s): Yee-Meng Chiew
    Publisher: American Society of Civil Engineers
    Abstract: The experimental study examines local scouring and riprap stability at bridge piers in rivers subject to bed degradation. The data show that the equilibrium bed profile associated with that with or without a pier is ...
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    Mechanics of Local Scour Around Submarine Pipelines 

    Source: Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author(s): Yee‐Meng Chiew
    Publisher: American Society of Civil Engineers
    Abstract: The primary objective of this study is to improve understanding of the mechanism causing scour in unidirectional current. Experiments have shown how local scour develops around submarine pipelines in noncohesive sediments. ...
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    Prediction of Maximum Scour Depth at Submarine Pipelines 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 004
    Author(s): Yee‐Meng Chiew
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines and reviews published results relating to local scour around submarine pipelines. It highlights the limitations of existing methods for estimating scour depth at the pipeline. Based on experimental ...
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    Scour Protection at Bridge Piers 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 009
    Author(s): Yee‐Meng Chiew
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this study is to review existing methods and propose alternative or additional devices for scour protection around bridge piers. Engineering methods used in dealing with pier‐scour problems include placing ...
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    Effect of Spoilers on Scour at Submarine Pipelines 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 009
    Author(s): Yee‐Meng Chiew
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the effect of a spoiler on local scour around submarine pipelines. Experiments conducted in a unidirectional flow show that the spoiler is capable of increasing both the scour depth beneath (tunnel ...
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    Mechanics of Riprap Failure at Bridge Piers 

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 009
    Author(s): Yee-Meng Chiew
    Publisher: American Society of Civil Engineers
    Abstract: Engineering methods to deal with pier-scour problems include placing coarse riprap stones around the bridge pier. This study aims to investigate the stability of a riprap layer around a cylindrical bridge pier. Experiments ...
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    Flow Around Horizontal Circular Cylinder in Shallow Flows 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author(s): Yee‐Meng Chiew
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes changes to the flow pattern around a horizontal circular cylinder immersed in shallow open‐channel flows, with different gap openings between the cylinder and the bed. Experiments show that the low ...
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    Settling Velocity of Porous Spherical Particles 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 001
    Author(s): Adel Emadzadeh; Yee-Meng Chiew
    Publisher: ASCE
    Abstract: An experimental study was conducted to better understand the settling velocity of porous spherical particles. Tests of the settlement of porous particles with porosity, ε, ranging from 0.53 to 0.86 in glycerol–water mixtures ...
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    Mechanics of Three-Dimensional Pipeline Scour in Unidirectional Steady Current 

    Source: Journal of Pipeline Systems Engineering and Practice:;2013:;Volume ( 004 ):;issue: 001
    Author(s): Yushi Wu; Yee-Meng Chiew
    Publisher: American Society of Civil Engineers
    Abstract: The three-dimensional flow velocity components at the span shoulder, which is located at the junction of a submarine pipeline and the associated scour hole, are measured in unidirectional steady current in order to investigate ...
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    Response of Velocity and Turbulence to Sudden Change of Bed Roughness in Open-Channel Flow 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 001
    Author(s): Xingwei Chen; Yee-Meng Chiew
    Publisher: American Society of Civil Engineers
    Abstract: The experimental study shows how an open-channel flow would respond to a sudden change (from smooth to rough) in bed roughness. Using a two-dimensional acoustic Doppler velocimeter and a laser Doppler velocimeter, the ...
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