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    Wave Transmission over Submerged Breakwaters 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 005
    Author(s): Nobuhisa Kobayashi; Andojo Wurjanto
    Publisher: American Society of Civil Engineers
    Abstract: Monochromatic wave reflection and transmission over a submerged impermeable breakwater is predicted numerically by slightly modifying the numerical model developed previously for predicting wave reflection and run‐up on ...
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    Wave Overtopping on Coastal Structures 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 002
    Author(s): Nobuhisa Kobayashi; Andojo Wurjanto
    Publisher: American Society of Civil Engineers
    Abstract: Monochromatic wave overtopping over the crest of an impermeable coastal structure located on a sloping beach is predicted numerically by expanding the numerical model developed previously for predicting wave run‐up on such ...
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    Irregular Wave Reflection and Runup on Permeable Slopes 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 005
    Author(s): Andojo Wurjanto; Nobuhisa Kobayashi
    Publisher: American Society of Civil Engineers
    Abstract: A one‐dimensional, time‐dependent numerical model is developed to simulate the flow over a rough permeable slope as well as the flow inside a permeable underlayer of arbitrary thickness for specified normally incident ...
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    Irregular Wave Setup and Run‐up on Beaches 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author(s): Nobuhisa Kobayashi; Andojo Wurjanto
    Publisher: American Society of Civil Engineers
    Abstract: The one‐dimensional equations of mass, momentum, and energy are derived from the two‐dimensional continuity and Reynolds equations in order to elucidate the approximations involved in these one‐dimensional equations, which ...
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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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