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    Errors in the Bed Shear Stress as Estimated from Vertical Velocity Profile 

    Source: Journal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author(s): Guoliang Yu; Soon-Keat Tan
    Publisher: American Society of Civil Engineers
    Abstract: In this study, errors in determining bed shear stress caused by errors in theoretical bed surface data or roughness size selection using one-point velocity, two-point velocity, or a group of velocity measurements within ...
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    Performances of Hydraulics and Bedload Sediment Flushing in Rigid Channel Using Surge Flows 

    Source: Journal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 002
    Author(s): Guoliang Yu; Soon-Keat Tan
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an investigation of the performance of the hydraulic and sediment removal of a flushing system in a detention basin. A hydraulic criterion for the design of the flushing system is proposed. An equation ...
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    Laser Imagery Technique for Measuring Dispersed Droplets in Water 

    Source: Journal of Environmental Engineering:;2002:;Volume ( 128 ):;issue: 012
    Author(s): Aifeng Yao; Soon Keat Tan
    Publisher: American Society of Civil Engineers
    Abstract: A nonintrusive method, based on the planar laser imagery technique, was developed to capture images of droplets dispersed in turbulent flow without disturbing the flow field. The methodology and technique of capturing the ...
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    Flow Resistance over Mobile Bed in an Open-Channel Flow 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 007
    Author(s): Shu-Qing Yang; Soon-Keat Tan
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the underlying mechanism of flow resistance in an alluvial channel: The effects of sidewall and bed form on flow resistance, Einstein’s divided hydraulic radius approach and Engelund’s energy slope ...
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    Synthetic Generation of Tropical Rainfall Time Series Using an Event-Based Method 

    Source: Journal of Hydrologic Engineering:;1997:;Volume ( 002 ):;issue: 002
    Author(s): Soon Keat Tan; Sheau Yunn Sia
    Publisher: American Society of Civil Engineers
    Abstract: An algorithm for simulating tropical rainfall using an event-based method has been developed. The simulation process uses a one-step Markov chain model. The driving mechanism of the model is based on the statistics derived ...
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    Frictional Resistance of Overland Flow on Tropical Turfed Slope 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 001
    Author(s): Yee‐Meng Chiew; Soon‐Keat Tan
    Publisher: American Society of Civil Engineers
    Abstract: Based on the field experiments conducted on a slope consisting of cow grass (Axonopus Compressus), the study presents the frictional resistance of overland flow on the turfed slope. The rigid stems associted with cow grass ...
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    Closure to “<i>Frictional Resistance of Overland Flow on Tropical Turfed Slope</i>” by Yee‐Meng Chiew and Soon‐Keat Tan (January, 1992, Vol. 118, No. 1) 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author(s): Yee‐Meng Chiew; Soon‐Keat Tan
    Publisher: American Society of Civil Engineers
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    Analysis of Bayed Beaches in Static Equilibrium 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 002
    Author(s): Soon‐Keat Tan; Yee‐Meng Chiew
    Publisher: American Society of Civil Engineers
    Abstract: A bayed beach in equilibrium could be in a state of either dynamic or static equilibrium; the latter being a special case of the former when the absolute quantity of longshore transport is nil. As a bay approaches its ...
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    Reaeration Model for a Still-Water Body 

    Source: Journal of Environmental Engineering:;2015:;Volume ( 141 ):;issue: 001
    Author(s): Manh Tuan Nguyen; Danielle S. Tan; Soon Keat Tan
    Publisher: American Society of Civil Engineers
    Abstract: An investigation on the influence of temperature (21.6–39.6°C) on the reaeration rate was performed. The recipient still water body was homogeneous and unstratified. The findings of the experimental study showed that the ...
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    Velocity Distribution and Dip-Phenomenon in Smooth Uniform Open Channel Flows 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 012
    Author(s): Shu-Qing Yang; Soon-Keat Tan; Siow-Yong Lim
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the mechanism of the dip phenomenon whereby the location of the maximum velocity appears below the free surface vis-à-vis the secondary currents in open-channel flows. It is found that the classical ...
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