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    Effect of Sand Movement on a Cohesive Substrate

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 011
    Author:
    Charlotte E. L. Thompson
    ,
    Carl L. Amos
    DOI: 10.1061/(ASCE)0733-9429(2004)130:11(1123)
    Publisher: American Society of Civil Engineers
    Abstract: Flume experiments investigated the effect of mobile sand on the erosion of cohesive beds. The fluid-induced stress alone was not enough to cause erosion, and sand motion as bed load was needed. Erosion rates and suspended sediment concentration were found to increase with increasing sand transport and to decrease with increasing median grain size. The erosion rate was found to be at a maximum during saltation, intermediate during creep, and lowest during suspension.
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      Effect of Sand Movement on a Cohesive Substrate

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    contributor authorCharlotte E. L. Thompson
    contributor authorCarl L. Amos
    date accessioned2017-05-08T20:44:43Z
    date available2017-05-08T20:44:43Z
    date copyrightNovember 2004
    date issued2004
    identifier other%28asce%290733-9429%282004%29130%3A11%281123%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25654
    description abstractFlume experiments investigated the effect of mobile sand on the erosion of cohesive beds. The fluid-induced stress alone was not enough to cause erosion, and sand motion as bed load was needed. Erosion rates and suspended sediment concentration were found to increase with increasing sand transport and to decrease with increasing median grain size. The erosion rate was found to be at a maximum during saltation, intermediate during creep, and lowest during suspension.
    publisherAmerican Society of Civil Engineers
    titleEffect of Sand Movement on a Cohesive Substrate
    typeJournal Paper
    journal volume130
    journal issue11
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2004)130:11(1123)
    treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 011
    contenttypeFulltext
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