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    Wave Interaction with Fluid Mud in Rectangular Trench 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 002
    Author(s): Francis C. K. Ting
    Publisher: American Society of Civil Engineers
    Abstract: Wave interaction with fluid mud in a rectangular trench is studied theoretically based on small‐amplitude wave theory. The motion of fluid mud is modeled using the Voigt model for a viscoelastic medium. It is found that ...
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    Hydraulic and Contraction Scour Analysis of a Meandering Channel: James River Bridges near Mitchell, South Dakota 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 012
    Author(s): Ryan P. Rossell; Francis C. K. Ting
    Publisher: American Society of Civil Engineers
    Abstract: The two-dimensional (2D) depth-averaged river model Finite-Element Surface-Water Modeling System (FESWMS) was used to simulate the hydraulic conditions at a contracted bridge site. The site studied was the James River ...
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    Measurements of Water Surface Profile and Velocity Field at a Circular Pier 

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 005
    Author(s): Kent R. Johnson; Francis C. K. Ting
    Publisher: American Society of Civil Engineers
    Abstract: Flow around a 60-mm-diameter pier on a smooth bed was measured in an open-channel flume. By varying the approach flow velocity and water depth, a wide range of subcritical flow conditions was produced. Water surface elevation ...
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    Experimental Study of Particle Motion on a Smooth Bed under Shoaling Waves Using Particle Image Velocimetry 

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 007
    Author(s): Sanjay N. Havaldar; Francis C. K. Ting
    Publisher: American Society of Civil Engineers
    Abstract: The motion of spherical particles (diameter 1.58 mm, specific gravity 2.5) on 2 and 3% plane slope was studied in a laboratory wave flume for shoaling wave conditions. The range of wave-height-to-water-depth ratio was
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    Wave Interaction with a Rectangular Trench 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1986:;Volume ( 112 ):;issue: 003
    Author(s): Francis C. K. Ting; Fredric Raichlen
    Publisher: American Society of Civil Engineers
    Abstract: This study is related to the propagation of normally incident water waves past a submarine trench with a rectangular cross-section. The primary objective is to investigate the kinematics of the flow within and near the ...
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    Wave Interaction with Rectangular Trench in Density‐Stratified Fluid 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 005
    Author(s): Francis C. K. Ting; Fredric Raichlen
    Publisher: American Society of Civil Engineers
    Abstract: The propagation of water waves in a direction perpendicular to the longitudinal axis of a rectangular submarine trench is studied for a density‐stratified fluid in the trench. The theoretical and experimental investigation ...
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    Study of Wind Waves in the Gulf Intracoastal Waterway at Aransas National Wildlife Refuge 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1996:;Volume ( 122 ):;issue: 005
    Author(s): Darla A. Hershberger; Francis C. K. Ting
    Publisher: American Society of Civil Engineers
    Abstract: This study describes a field experiment on wind waves in the Gulf Intracoastal Waterway. Wind-wave height and period were measured at the Aransas National Wildlife Refuge in Texas and compared to hindcast results generated ...
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    Finding the Bed Shear Stress on a Rough Bed Using the Log Law 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2022:;Volume ( 148 ):;issue: 004:;page 04022008
    Author(s): Francis C. K. Ting; Gunnar S. Kern
    Publisher: ASCE
    Abstract: The procedure commonly used to determine the friction velocity from a measured velocity profile in turbulent flow over a hydraulically rough bed is to fit the log law to the velocity profile and adjust the displacement ...
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    Flow Velocity and Pier Scour Prediction in a Compound Channel: Big Sioux River Bridge at Flandreau, South Dakota 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 005
    Author(s): Ryan J. Larsen; Francis C. K. Ting; Allen L. Jones
    Publisher: American Society of Civil Engineers
    Abstract: The two-dimensional (2D) depth-averaged river model Finite-Element Surface-Water Modeling System (FESWMS) was used to predict flow distribution at the bend of a compound channel. The site studied was the Highway 13 bridge ...
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    SRICOS: Prediction of Scour Rate in Cohesive Soils at Bridge Piers 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 004
    Author(s): Jean-Louis Briaud; Francis C. K. Ting; H. C. Chen; Rao Gudavalli; Suresh Perugu; Gengsheng Wei
    Publisher: American Society of Civil Engineers
    Abstract: A new method called SRICOS is proposed to predict the scour depth
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