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    Effect of Bimodal Gravel Size Distribution on the Clean-Out Depth of Sand

    Source: Journal of Hydraulic Engineering:;2025:;Volume ( 151 ):;issue: 001::page 06024012-1
    Author:
    Kuhnle, Roger A.
    ,
    Smith, James E.
    ,
    Wren, Daniel G.
    ,
    Langendoen, Eddy J.
    DOI: 10.1061/JHEND8.HYENG-14188
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe clogging of the gravel surface layer in gravel-bedded channels with finer sediment (<2 mm) is a common problem that negatively impacts streambed habitat quality. Most existing measurements of surface-layer sediment clean-out depth are from ...
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      Effect of Bimodal Gravel Size Distribution on the Clean-Out Depth of Sand

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4311551
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    contributor authorKuhnle, Roger A.
    contributor authorSmith, James E.
    contributor authorWren, Daniel G.
    contributor authorLangendoen, Eddy J.
    date accessioned2026-08-20T10:59:48Z
    date available2026-08-20T10:59:48Z
    date copyright2024/11/07
    date issued2025
    identifier otherJHEND8.HYENG-14188.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311551
    description abstractAbstractThe clogging of the gravel surface layer in gravel-bedded channels with finer sediment (<2 mm) is a common problem that negatively impacts streambed habitat quality. Most existing measurements of surface-layer sediment clean-out depth are from ...
    publisherAmerican Society of Civil Engineers
    titleEffect of Bimodal Gravel Size Distribution on the Clean-Out Depth of Sand
    typeJournal Article
    journal volume151
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/JHEND8.HYENG-14188
    journal fristpage06024012-1
    journal lastpage06024012-5
    page5
    treeJournal of Hydraulic Engineering:;2025:;Volume ( 151 ):;issue: 001
    contenttypeFulltext
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