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    Experiments on Downstream Fining of Gravel. II: Wide and Sandy Runs

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 003
    Author:
    Carlos M. Toro-Escobar
    ,
    Chris Paola
    ,
    Gary Parker
    ,
    Peter R. Wilcock
    ,
    John B. Southard
    DOI: 10.1061/(ASCE)0733-9429(2000)126:3(198)
    Publisher: American Society of Civil Engineers
    Abstract: This is the second of two papers about experiments on downstream fining of gravel. Here we briefly summarize the complete series of runs described in the first paper, where the influence of sediment feed rate was evaluated in a narrow channel. We then present results for variation in two more conditions: sand content and channel width. The experiments were carried out in a long flume with an effective 40-m-long test section, with two different widths of 0.3 and 2.7 m. In addition, two sediment mixtures were used with different sand contents (i.e., 33 and 55%) with the remainder being gravel. The following results were obtained. The increase in channel width allowed the formation of transverse topography, enhanced the development of sediment patches, and increased the fining rate of gravel for
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      Experiments on Downstream Fining of Gravel. II: Wide and Sandy Runs

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25007
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    contributor authorCarlos M. Toro-Escobar
    contributor authorChris Paola
    contributor authorGary Parker
    contributor authorPeter R. Wilcock
    contributor authorJohn B. Southard
    date accessioned2017-05-08T20:43:46Z
    date available2017-05-08T20:43:46Z
    date copyrightMarch 2000
    date issued2000
    identifier other%28asce%290733-9429%282000%29126%3A3%28198%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25007
    description abstractThis is the second of two papers about experiments on downstream fining of gravel. Here we briefly summarize the complete series of runs described in the first paper, where the influence of sediment feed rate was evaluated in a narrow channel. We then present results for variation in two more conditions: sand content and channel width. The experiments were carried out in a long flume with an effective 40-m-long test section, with two different widths of 0.3 and 2.7 m. In addition, two sediment mixtures were used with different sand contents (i.e., 33 and 55%) with the remainder being gravel. The following results were obtained. The increase in channel width allowed the formation of transverse topography, enhanced the development of sediment patches, and increased the fining rate of gravel for
    publisherAmerican Society of Civil Engineers
    titleExperiments on Downstream Fining of Gravel. II: Wide and Sandy Runs
    typeJournal Paper
    journal volume126
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2000)126:3(198)
    treeJournal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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