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    Experimental Study of Bed Load Transport through Emergent Vegetation

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 006
    Author:
    Angelina A. Jordanova
    ,
    C. S. James
    DOI: 10.1061/(ASCE)0733-9429(2003)129:6(474)
    Publisher: American Society of Civil Engineers
    Abstract: Vegetation is an important agent in fluvial geomorphology and sedimentary processes, through its influence on the local hydraulics that determine sediment transport. Within stands of emergent vegetation, bed shear is substantially reduced through the absorption of momentum by drag on the stems. This stimulates deposition of sediment and reduces capacity for bed load transport. The effect of emergent vegetation on hydraulic parameters (including equilibrium bed gradient, flow depth, and velocity) and on bed load transport rate has been investigated experimentally for one sediment size, stem diameter, and stem spacing. Bed load transport rate was found to be closely related to bed-shear stress, which must be estimated by partitioning total flow resistance between stem drag and bed shear.
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      Experimental Study of Bed Load Transport through Emergent Vegetation

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    contributor authorAngelina A. Jordanova
    contributor authorC. S. James
    date accessioned2017-05-08T20:44:33Z
    date available2017-05-08T20:44:33Z
    date copyrightJune 2003
    date issued2003
    identifier other%28asce%290733-9429%282003%29129%3A6%28474%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25567
    description abstractVegetation is an important agent in fluvial geomorphology and sedimentary processes, through its influence on the local hydraulics that determine sediment transport. Within stands of emergent vegetation, bed shear is substantially reduced through the absorption of momentum by drag on the stems. This stimulates deposition of sediment and reduces capacity for bed load transport. The effect of emergent vegetation on hydraulic parameters (including equilibrium bed gradient, flow depth, and velocity) and on bed load transport rate has been investigated experimentally for one sediment size, stem diameter, and stem spacing. Bed load transport rate was found to be closely related to bed-shear stress, which must be estimated by partitioning total flow resistance between stem drag and bed shear.
    publisherAmerican Society of Civil Engineers
    titleExperimental Study of Bed Load Transport through Emergent Vegetation
    typeJournal Paper
    journal volume129
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2003)129:6(474)
    treeJournal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 006
    contenttypeFulltext
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