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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:
    Tingting Zhu
    ,
    Nobuhisa Kobayashi
    DOI: 10.1061/(ASCE)WW.1943-5460.0000642
    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 of wet sand and a sand/clay mixture (90.8% sand) can be reproduced by a numerical model that is modified to account for sand loss associated with the alongshore gradient of longshore sand transport. The sand loss is affected by the beach material (concrete or sand) when the incident irregular waves break on the beach and cause sand transport seaward of the cliff toe with small depth. The effect of sediment cohesion on cliff erosion was examined using the numerical model extended to cohesive sediment containing sand. For cohesive sediment with weak resistance against wave action, the cliff recession rate was limited by the rate of sand removal by longshore and cross-shore sand transport. The recession rate decreased when the resistance of the cliff material exceeded a critical value. These findings will need to be verified using experimental and field data.
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      Modeling of Soft Cliff Erosion by Oblique Breaking Waves during a Storm

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4270661
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorTingting Zhu
    contributor authorNobuhisa Kobayashi
    date accessioned2022-01-31T23:58:09Z
    date available2022-01-31T23:58:09Z
    date issued7/1/2021
    identifier other%28ASCE%29WW.1943-5460.0000642.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270661
    description abstractSoft 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 of wet sand and a sand/clay mixture (90.8% sand) can be reproduced by a numerical model that is modified to account for sand loss associated with the alongshore gradient of longshore sand transport. The sand loss is affected by the beach material (concrete or sand) when the incident irregular waves break on the beach and cause sand transport seaward of the cliff toe with small depth. The effect of sediment cohesion on cliff erosion was examined using the numerical model extended to cohesive sediment containing sand. For cohesive sediment with weak resistance against wave action, the cliff recession rate was limited by the rate of sand removal by longshore and cross-shore sand transport. The recession rate decreased when the resistance of the cliff material exceeded a critical value. These findings will need to be verified using experimental and field data.
    publisherASCE
    titleModeling of Soft Cliff Erosion by Oblique Breaking Waves during a Storm
    typeJournal Paper
    journal volume147
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000642
    journal fristpage04021009-1
    journal lastpage04021009-8
    page8
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2021:;Volume ( 147 ):;issue: 004
    contenttypeFulltext
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