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    Bay Flooding through Tidal Inlet and by Wave Overtopping of Barrier Beach 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2017:;Volume ( 143 ):;issue: 005
    Author(s): Nobuhisa Kobayashi; Tingting Zhu
    Publisher: American Society of Civil Engineers
    Abstract: A simple analytical model for a small bay with a tidal inlet channel was developed to predict the peak still-water elevation in the bay for the specific peak still-water elevation and surge duration in the ocean. The model ...
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    Modeling of Soft Cliff Erosion by Oblique Breaking Waves during a Storm 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2021:;Volume ( 147 ):;issue: 004:;page 04021009-1
    Author(s): Tingting Zhu; Nobuhisa Kobayashi
    Publisher: ASCE
    Abstract: Soft cliff (bluff) erosion during a storm is investigated using available wave basin data and a cross-shore numerical model for dune erosion. The measured cliff recession rates under oblique breaking waves for cliffs built ...
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    Erosion by Wave Action of Consolidated Cohesive Bottom Containing Cohesionless Sediment 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 002
    Author(s): Nobuhisa Kobayashi; Tingting Zhu
    Publisher: ASCE
    Abstract: The erosion processes of consolidated cohesive sediment under irregular breaking waves were formulated to predict the profile evolution of a cohesive sediment beach with a layer of sand. The cohesive sediment is eroded by ...
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