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    Equilibrium Beach Profile with Net Cross-Shore Sand Transport

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2018:;Volume ( 144 ):;issue: 006
    Author:
    Kobayashi Nobuhisa;Zhu Tingting;Mallavarapu Sravani
    DOI: 10.1061/(ASCE)WW.1943-5460.0000469
    Publisher: American Society of Civil Engineers
    Abstract: Periodic beach-fill placement and frequent overwash result in net offshore and onshore sand transport, respectively. Three tests consisting of fifty 4-s runs were conducted in a small-scale wave flume to examine the effect of net cross-shore sand transport on an equilibrium profile. The foreshore of an equilibrium profile with no net sand transport shifted seaward after periodic sand placement near the shoreline. Frequent sand overwash resulted in the landward shift of the shoreline. The profile changes for the three tests were relatively small and the shoreline shifts were less than .1 m. An analytical model for an equilibrium profile with net cross-shore sand transport was developed by approximating existing formulas for onshore bed load and offshore suspended sand transport in the inner surf zone. The model predicted the horizontal shift of the equilibrium profile under net cross-shore sand transport, which was the maximum at the shoreline and approached zero at the closure depth. The model calibrated using the three tests was used to estimate the seaward shift of the shoreline on periodically nourished beaches on a prototype scale.
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      Equilibrium Beach Profile with Net Cross-Shore Sand Transport

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4248198
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorKobayashi Nobuhisa;Zhu Tingting;Mallavarapu Sravani
    date accessioned2019-02-26T07:36:16Z
    date available2019-02-26T07:36:16Z
    date issued2018
    identifier other%28ASCE%29WW.1943-5460.0000469.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248198
    description abstractPeriodic beach-fill placement and frequent overwash result in net offshore and onshore sand transport, respectively. Three tests consisting of fifty 4-s runs were conducted in a small-scale wave flume to examine the effect of net cross-shore sand transport on an equilibrium profile. The foreshore of an equilibrium profile with no net sand transport shifted seaward after periodic sand placement near the shoreline. Frequent sand overwash resulted in the landward shift of the shoreline. The profile changes for the three tests were relatively small and the shoreline shifts were less than .1 m. An analytical model for an equilibrium profile with net cross-shore sand transport was developed by approximating existing formulas for onshore bed load and offshore suspended sand transport in the inner surf zone. The model predicted the horizontal shift of the equilibrium profile under net cross-shore sand transport, which was the maximum at the shoreline and approached zero at the closure depth. The model calibrated using the three tests was used to estimate the seaward shift of the shoreline on periodically nourished beaches on a prototype scale.
    publisherAmerican Society of Civil Engineers
    titleEquilibrium Beach Profile with Net Cross-Shore Sand Transport
    typeJournal Paper
    journal volume144
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000469
    page4018016
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2018:;Volume ( 144 ):;issue: 006
    contenttypeFulltext
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