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    Measures of Flow Intensity as Predictors of Bed Load

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 011
    Author:
    Michael A. Carson
    DOI: 10.1061/(ASCE)0733-9429(1987)113:11(1402)
    Publisher: American Society of Civil Engineers
    Abstract: The relative merits of different measures of flow intensity as predictors of bed‐load transport rates are assessed. Tractive stress, when based on depth and slope, is a poor predictor, especially in narrow channels. Correct application requires elimination of wall and bedform roughness, leaving only that stress acting on the bed grains. When this is done, excellent correspondence with bed‐load rates is found in the experiments of Gilbert, Meyer‐Peter, and G. P. Williams, analyzed here. Vertically averaged velocity requires a correction for depth and particle size; then, it is directly comparable with grain tractive stress. Stream power has limitations as a predictor because it is the product of vertically averaged velocity and bed tractive stress, and hence subject to the problems that those variables individually experience. Unit stream power is a good predictor of concentration in some circumstances. It performs poorly, however, in the data set of Williams, and reasons for this are given.
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      Measures of Flow Intensity as Predictors of Bed Load

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    contributor authorMichael A. Carson
    date accessioned2017-05-08T20:39:42Z
    date available2017-05-08T20:39:42Z
    date copyrightNovember 1987
    date issued1987
    identifier other%28asce%290733-9429%281987%29113%3A11%281402%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22712
    description abstractThe relative merits of different measures of flow intensity as predictors of bed‐load transport rates are assessed. Tractive stress, when based on depth and slope, is a poor predictor, especially in narrow channels. Correct application requires elimination of wall and bedform roughness, leaving only that stress acting on the bed grains. When this is done, excellent correspondence with bed‐load rates is found in the experiments of Gilbert, Meyer‐Peter, and G. P. Williams, analyzed here. Vertically averaged velocity requires a correction for depth and particle size; then, it is directly comparable with grain tractive stress. Stream power has limitations as a predictor because it is the product of vertically averaged velocity and bed tractive stress, and hence subject to the problems that those variables individually experience. Unit stream power is a good predictor of concentration in some circumstances. It performs poorly, however, in the data set of Williams, and reasons for this are given.
    publisherAmerican Society of Civil Engineers
    titleMeasures of Flow Intensity as Predictors of Bed Load
    typeJournal Paper
    journal volume113
    journal issue11
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1987)113:11(1402)
    treeJournal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 011
    contenttypeFulltext
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