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    Laboratory Measurements of Void Fraction and Turbulence in the Bore Region of Surf Zone Waves 

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 010
    Author(s): Daniel T. Cox; Sungwon Shin
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory measurements of the instantaneous free surface, horizontal velocity, and void fraction fluctuations were made simultaneously for three cases of regular waves breaking on a plane slope. The data were reduced by ...
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    Kinematic Undertow Model with Logarithmic Boundary Layer 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1997:;Volume ( 123 ):;issue: 006
    Author(s): Daniel T. Cox; Nobuhisa Kobayashi
    Publisher: American Society of Civil Engineers
    Abstract: A new kinematic undertow profile model is developed to relate the mean horizontal velocity, bottom shear stress, and boundary layer thickness in a simple but general manner. The model combines a logarithmic profile in the ...
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    Statistical Modeling of Overtopping for Extreme Waves on Fixed Deck 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 004
    Author(s): Nobuhito Mori; Daniel T. Cox
    Publisher: American Society of Civil Engineers
    Abstract: A statistical model is developed to predict wave overtopping of extreme waves on a fixed deck. The probability density function for the volume of overtopping water is based on the truncated Weibull distribution with the ...
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    Water Level Observations and Short-Term Predictions Including Meteorological Events for Entrance of Galveston Bay, Texas 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2002:;Volume ( 128 ):;issue: 001
    Author(s): Daniel T. Cox; Philippe Tissot; Patrick Michaud
    Publisher: American Society of Civil Engineers
    Abstract: This paper shows that conventional harmonic analysis alone does not adequately predict the coastal water level variation at the entrance to Galveston Bay when strong meteorological forcing is present. The water level ...
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    Irregular Wave Reflection and Run‐Up on Rough Impermeable Slopes 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 006
    Author(s): Nobuhisa Kobayashi; Daniel T. Cox; Andojo Wurjanto
    Publisher: American Society of Civil Engineers
    Abstract: Three irregular wave test runs were conducted to obtain detailed data on irregular wave reflection and run‐up on a 1:3 rough impermeable slope. The test results were also used to evaluate the capabilities and limitations ...
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    Effects of Vertical Variation in Vegetation Density on Wave Attenuation 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Wei-Cheng Wu; Daniel T. Cox
    Publisher: American Society of Civil Engineers
    Abstract: A physical model experiment was used to investigate irregular wave attenuation through emergent vegetation with variations in stem heights. The experiment was conducted with six peak periods, six incident wave heights, and ...
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    Spatiotemporal Characteristics of Near-Bed Pressure Gradients on a Barred Beach 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2010:;Volume ( 136 ):;issue: 006
    Author(s): Takayuki Suzuki; Sungwon Shin; Daniel T. Cox; Nobuhito Mori
    Publisher: American Society of Civil Engineers
    Abstract: Observations of the cross-shore variations of pressure gradients measured on a fixed barred beach in a large-scale laboratory wave flume are presented in this paper. The wave-induced components (0.1–1.0 Hz) of the free ...
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    Hydrodynamic Characteristics of Pile-Supported Vertical Wall Breakwaters 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 002
    Author(s): Kyung-Duck Suh; Sungwon Shin; Daniel T. Cox
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the hydrodynamic characteristics of a pile-supported vertical wall breakwater, the upper part of which is a vertical wall, and the lower part consisting of an array of vertical piles. For regular waves, ...
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    Hurricane Surge-Wave Building Fragility Methodology for Use in Damage, Loss, and Resilience Analysis 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 001
    Author(s): Trung Q. Do; John W. van de Lindt; Daniel T. Cox
    Publisher: ASCE
    Abstract: Physics-based fragilities for damage, loss, and resilience analysis are needed to model a community to earthquakes, hurricane winds, tornados, or floods. Currently, most building flood fragilities such as those available ...
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    Laboratory Experiments of Vertical Cylinders Representative of Aboveground Storage Tanks Subjected to Waves 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Carl Bernier; Jamie E. Padgett; Yuxiang Lin; Clint N. Dawson; Pedro Lomonaco; Daniel T. Cox
    Publisher: ASCE
    Abstract: This paper presents an overview of laboratory experiments of vertical cylinders representative of aboveground storage tanks (ASTs) subjected to waves. The main objective is to provide an experimental dataset for the ...
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