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    Ohio River Bank Erosion—traffic Effects

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 003
    Author:
    D. J. Hagerty
    ,
    M. J. Hagerty
    DOI: 10.1061/(ASCE)0733-950X(1989)115:3(404)
    Publisher: American Society of Civil Engineers
    Abstract: Examination of more than 700 miles (1,120 km) of Ohio River banks between 1977 and 1986 indicated that erosion intensity and extent decreased between 1983 and 1986. Detailed examination of 106 sites in the study area confirmed the bank survey results. During 1983-1986, commercial river traffic increased more than 35%. Many sites became more stable during this traffic increase, while other nearby sites with similar bank soils and plan-form locations remained unchanged. These circumstances indicated that waves from in-channel traffic had no significant impact on bank erosion and instability on this portion of the Ohio River.
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      Ohio River Bank Erosion—traffic Effects

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    https://yetl.yabesh.ir/yetl1/handle/yetl/40741
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorD. J. Hagerty
    contributor authorM. J. Hagerty
    date accessioned2017-05-08T21:09:19Z
    date available2017-05-08T21:09:19Z
    date copyrightMay 1989
    date issued1989
    identifier other%28asce%290733-950x%281989%29115%3A3%28404%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40741
    description abstractExamination of more than 700 miles (1,120 km) of Ohio River banks between 1977 and 1986 indicated that erosion intensity and extent decreased between 1983 and 1986. Detailed examination of 106 sites in the study area confirmed the bank survey results. During 1983-1986, commercial river traffic increased more than 35%. Many sites became more stable during this traffic increase, while other nearby sites with similar bank soils and plan-form locations remained unchanged. These circumstances indicated that waves from in-channel traffic had no significant impact on bank erosion and instability on this portion of the Ohio River.
    publisherAmerican Society of Civil Engineers
    titleOhio River Bank Erosion—traffic Effects
    typeJournal Paper
    journal volume115
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1989)115:3(404)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 003
    contenttypeFulltext
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