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    Modification of the Einstein Bed-Load Formula

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author:
    Xingkui Wang
    ,
    Jun Zheng
    ,
    Danxun Li
    ,
    Zhaosong Qu
    DOI: 10.1061/(ASCE)0733-9429(2008)134:9(1363)
    Publisher: American Society of Civil Engineers
    Abstract: The original derivation of the Einstein bed-load formula involves several oversimplified assumptions concerning step length of a particle, exchange time, and probability of being lifted into motion. A modified version of the Einstein formula that relaxes these assumptions and incorporates a nonuniform sediment model is proposed and tested with both field and laboratory data. The modified formula shows promise as being more reliable than the original version in estimating bed-load transport rates.
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      Modification of the Einstein Bed-Load Formula

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    contributor authorXingkui Wang
    contributor authorJun Zheng
    contributor authorDanxun Li
    contributor authorZhaosong Qu
    date accessioned2017-05-08T20:46:18Z
    date available2017-05-08T20:46:18Z
    date copyrightSeptember 2008
    date issued2008
    identifier other%28asce%290733-9429%282008%29134%3A9%281363%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26614
    description abstractThe original derivation of the Einstein bed-load formula involves several oversimplified assumptions concerning step length of a particle, exchange time, and probability of being lifted into motion. A modified version of the Einstein formula that relaxes these assumptions and incorporates a nonuniform sediment model is proposed and tested with both field and laboratory data. The modified formula shows promise as being more reliable than the original version in estimating bed-load transport rates.
    publisherAmerican Society of Civil Engineers
    titleModification of the Einstein Bed-Load Formula
    typeJournal Paper
    journal volume134
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2008)134:9(1363)
    treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 009
    contenttypeFulltext
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