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    Longshore Sediment Transport Rate Measured by Short-Term Impoundment

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1999:;Volume ( 125 ):;issue: 003
    Author:
    Ping Wang
    ,
    Nicholas C. Kraus
    DOI: 10.1061/(ASCE)0733-950X(1999)125:3(118)
    Publisher: American Society of Civil Engineers
    Abstract: The total longshore sediment transport rate in the surf zone was measured at a temporary groin installed at Indian Rocks Beach, west central Florida. Approximate mass balance between updrift accumulation and downdrift erosion, which served as an indicator of reliability, was obtained in four of the six runs, which were subjected to further analysis. Magnitudes of three of the four transport rates were considerably lower than predictions by the Coastal Engineering Research Center formula calculated based on contemporaneous measurements of the breaking waves. Error analysis indicated that the determination of the longshore wave-energy flux factor carried a 22–48% maximum uncertainty, and the measured volume-change rate carried a 22–43% uncertainty. The combined uncertainties produce a 40–90% maximum uncertainty in determination of the empirical transport coefficient
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      Longshore Sediment Transport Rate Measured by Short-Term Impoundment

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    http://yetl.yabesh.ir/yetl1/handle/yetl/41290
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorPing Wang
    contributor authorNicholas C. Kraus
    date accessioned2017-05-08T21:10:11Z
    date available2017-05-08T21:10:11Z
    date copyrightMay 1999
    date issued1999
    identifier other%28asce%290733-950x%281999%29125%3A3%28118%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41290
    description abstractThe total longshore sediment transport rate in the surf zone was measured at a temporary groin installed at Indian Rocks Beach, west central Florida. Approximate mass balance between updrift accumulation and downdrift erosion, which served as an indicator of reliability, was obtained in four of the six runs, which were subjected to further analysis. Magnitudes of three of the four transport rates were considerably lower than predictions by the Coastal Engineering Research Center formula calculated based on contemporaneous measurements of the breaking waves. Error analysis indicated that the determination of the longshore wave-energy flux factor carried a 22–48% maximum uncertainty, and the measured volume-change rate carried a 22–43% uncertainty. The combined uncertainties produce a 40–90% maximum uncertainty in determination of the empirical transport coefficient
    publisherAmerican Society of Civil Engineers
    titleLongshore Sediment Transport Rate Measured by Short-Term Impoundment
    typeJournal Paper
    journal volume125
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1999)125:3(118)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1999:;Volume ( 125 ):;issue: 003
    contenttypeFulltext
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