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    Entrained and Bed‐Load Sand Concentrations in Waves

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 003
    Author:
    Robert J. Hallermeier
    DOI: 10.1061/(ASCE)0733-950X(1985)111:3(567)
    Publisher: American Society of Civil Engineers
    Abstract: Using various types of basic empirical results, equations are developed for average volumetric concentration of sediment moving as bed load in nearshore wave environments. Laboratory and natural situations have appreciably different dependences of bed‐load concentration on peak flow velocity, with laboratory sediment concentrations being commonly larger than those in nature. Critical examination of published concentration measurements isolates several subsets of near‐bed data for quartz sands which allow the two expressions for bed‐load concentration to be evaluated. Field and laboratory results in separate categories exhibit distinct functional trends and some quantitative magnitudes agreeing with calculated bed‐load concentrations, so that calculation might give a reference value useful for suspended‐load computation. Evidence permits a firm conclusion that laboratory near‐bed processes and suspended sediment concentrations in usual conditions do not pertain to important field situations.
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      Entrained and Bed‐Load Sand Concentrations in Waves

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40455
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorRobert J. Hallermeier
    date accessioned2017-05-08T21:08:53Z
    date available2017-05-08T21:08:53Z
    date copyrightMay 1985
    date issued1985
    identifier other%28asce%290733-950x%281985%29111%3A3%28567%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40455
    description abstractUsing various types of basic empirical results, equations are developed for average volumetric concentration of sediment moving as bed load in nearshore wave environments. Laboratory and natural situations have appreciably different dependences of bed‐load concentration on peak flow velocity, with laboratory sediment concentrations being commonly larger than those in nature. Critical examination of published concentration measurements isolates several subsets of near‐bed data for quartz sands which allow the two expressions for bed‐load concentration to be evaluated. Field and laboratory results in separate categories exhibit distinct functional trends and some quantitative magnitudes agreeing with calculated bed‐load concentrations, so that calculation might give a reference value useful for suspended‐load computation. Evidence permits a firm conclusion that laboratory near‐bed processes and suspended sediment concentrations in usual conditions do not pertain to important field situations.
    publisherAmerican Society of Civil Engineers
    titleEntrained and Bed‐Load Sand Concentrations in Waves
    typeJournal Paper
    journal volume111
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1985)111:3(567)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 003
    contenttypeFulltext
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