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    Progression and Variability of Damage on Rubble Mound Breakwaters 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 006
    Author(s): Jeffrey A. Melby; Nobuhisa Kobayashi
    Publisher: American Society of Civil Engineers
    Abstract: As a first step to develop a probabilistic method for the maintenance and repair of breakwaters, one 28.5-h test and two shorter tests, which were repeated twice, were conducted in a wave flume. Damage progression and ...
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    Performance of Coastal Structures against Sequences of Hurricanes 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 005
    Author(s): Nobuhisa Kobayashi; Beatriz Pozueta; Jeffrey A. Melby
    Publisher: American Society of Civil Engineers
    Abstract: A synthesis of existing models and formulas is made to compute the virtual performance of rubble mound structures in shallow water under combined storm surge and breaking waves for sequences of hurricanes. The computed ...
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    Wave Overtopping and Damage Progression of Stone Armor Layer 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2010:;Volume ( 136 ):;issue: 005
    Author(s): Nobuhisa Kobayashi; Ali Farhadzadeh; Jeffrey A. Melby
    Publisher: American Society of Civil Engineers
    Abstract: A probabilistic hydrodynamic model for the wet and dry zone on a permeable structure is developed to predict irregular wave action on the structure above the still water level. The model is based on the time-averaged ...
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    Irregular Breaking Wave Transmission over Submerged Porous Breakwater 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2007:;Volume ( 133 ):;issue: 002
    Author(s): Nobuhisa Kobayashi; Leslie E. Meigs; Takao Ota; Jeffrey A. Melby
    Publisher: American Society of Civil Engineers
    Abstract: A numerical model based on time-averaged continuity, momentum, and energy equations is developed to predict the mean and standard deviation of the free surface elevation and horizontal fluid velocities above and inside a ...
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    Wave Forces on Concrete Armor Units 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 005
    Author(s): William G. McDougal; Jeffrey A. Melby; Joseph W. Tedesco
    Publisher: American Society of Civil Engineers
    Abstract: A model for estimating wave forces on dolosse is presented. It is shown that unreinforced units are susceptible to structural failure for hydraulically stable wave conditions. Reinforcing armor units will greatly enhance ...
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    Progression and Variability of Damage on Rubble Mound Breakwaters 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 005
    Author(s): J. R. Medina; R. T. Hudspeth; Jeffrey A. Melby; Nobuhisa Kobayashi
    Publisher: American Society of Civil Engineers
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