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    Experiments on Downstream Fining of Gravel: I. Narrow-Channel Runs

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 010
    Author:
    Rebecca Seal
    ,
    Chris Paola
    ,
    Gary Parker
    ,
    John B. Southard
    ,
    Peter R. Wilcock
    DOI: 10.1061/(ASCE)0733-9429(1997)123:10(874)
    Publisher: American Society of Civil Engineers
    Abstract: We present the results of three laboratory experiments in which longitudinally sorted deposits were formed by feeding poorly sorted sediment at the upstream end of a narrow, 45-m-long channel. The input sediment had a median size of 6 mm and included significant amounts of material up to 64 mm and down to 0.2 mm. Water discharge was constant at 49 L/s and sediment discharge varied from 0.048 to 0.19 kg/s. Downstream fining was produced in all three runs; the variation in sediment-feed rate had relatively little effect on the fining profiles. In all three runs, the formation of a longitudinally sorted deposit was mediated by the formation of a coarse surface layer. The surface layer remained at the top of the deposit during aggradation by continually reforming itself at the deposit surface. The coarse surface layer fined by approximately a factor of 2 in D
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      Experiments on Downstream Fining of Gravel: I. Narrow-Channel Runs

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/24344
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    • Journal of Hydraulic Engineering

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    contributor authorRebecca Seal
    contributor authorChris Paola
    contributor authorGary Parker
    contributor authorJohn B. Southard
    contributor authorPeter R. Wilcock
    date accessioned2017-05-08T20:42:41Z
    date available2017-05-08T20:42:41Z
    date copyrightOctober 1997
    date issued1997
    identifier other%28asce%290733-9429%281997%29123%3A10%28874%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24344
    description abstractWe present the results of three laboratory experiments in which longitudinally sorted deposits were formed by feeding poorly sorted sediment at the upstream end of a narrow, 45-m-long channel. The input sediment had a median size of 6 mm and included significant amounts of material up to 64 mm and down to 0.2 mm. Water discharge was constant at 49 L/s and sediment discharge varied from 0.048 to 0.19 kg/s. Downstream fining was produced in all three runs; the variation in sediment-feed rate had relatively little effect on the fining profiles. In all three runs, the formation of a longitudinally sorted deposit was mediated by the formation of a coarse surface layer. The surface layer remained at the top of the deposit during aggradation by continually reforming itself at the deposit surface. The coarse surface layer fined by approximately a factor of 2 in D
    publisherAmerican Society of Civil Engineers
    titleExperiments on Downstream Fining of Gravel: I. Narrow-Channel Runs
    typeJournal Paper
    journal volume123
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1997)123:10(874)
    treeJournal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 010
    contenttypeFulltext
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