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    Evaluation of Navigation Dam Effects on Riverbanks

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 003
    Author:
    D. J. Hagerty
    ,
    R. A. Linker
    ,
    D. A. Beatty
    DOI: 10.1061/(ASCE)0733-950X(1989)115:3(399)
    Publisher: American Society of Civil Engineers
    Abstract: A study was conducted between 1978 and 1984 in a 72 mile-long stretch of the Ohio River to detect the influence of construction of the Smithland Locks and Dam on bank instability. Changes in bank appearance were noted during four inspections made before dam construction and pool raise, and during two inspections made after pool raise. The navigation dam raised river pool levels as much as 22 feet. During inspections, the entire extent of the stream affected by the navigation dam was evaluated. Banks were classified (high-eroded, low-eroded, vegetated, etc.). Correlations of erosion classification with magnitude of pool raise, planform location, and other factors were attempted. This work extended previous site-specific erosion evaluations and studies in other reaches of river. This was the first before dam-after dam study of bank erosion, of this kind, ever published. It was found that raising the navigation pool in 1981, had no effect on riverbank appearance and apparent erosion between 1978 and 1984.
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      Evaluation of Navigation Dam Effects on Riverbanks

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/40740
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorD. J. Hagerty
    contributor authorR. A. Linker
    contributor authorD. A. Beatty
    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%28399%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40740
    description abstractA study was conducted between 1978 and 1984 in a 72 mile-long stretch of the Ohio River to detect the influence of construction of the Smithland Locks and Dam on bank instability. Changes in bank appearance were noted during four inspections made before dam construction and pool raise, and during two inspections made after pool raise. The navigation dam raised river pool levels as much as 22 feet. During inspections, the entire extent of the stream affected by the navigation dam was evaluated. Banks were classified (high-eroded, low-eroded, vegetated, etc.). Correlations of erosion classification with magnitude of pool raise, planform location, and other factors were attempted. This work extended previous site-specific erosion evaluations and studies in other reaches of river. This was the first before dam-after dam study of bank erosion, of this kind, ever published. It was found that raising the navigation pool in 1981, had no effect on riverbank appearance and apparent erosion between 1978 and 1984.
    publisherAmerican Society of Civil Engineers
    titleEvaluation of Navigation Dam Effects on Riverbanks
    typeJournal Paper
    journal volume115
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1989)115:3(399)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 003
    contenttypeFulltext
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