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    Measurement of Coarse Gravel and Cobble Transport Using Portable Bedload Traps

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 009
    Author:
    Kristin Bunte
    ,
    Steven R. Abt
    ,
    John P. Potyondy
    ,
    Sandra E. Ryan
    DOI: 10.1061/(ASCE)0733-9429(2004)130:9(879)
    Publisher: American Society of Civil Engineers
    Abstract: Portable bedload traps (0.3 by 0.2 m opening) were developed for sampling coarse bedload transport in mountain gravel-bed rivers during wadable high flows. The 0.9 m long trailing net can capture about 20 kg of gravel and cobbles. Traps are positioned on ground plates anchored in the streambed to minimize disturbance of the streambed during sampling. This design permits sampling times of up to 1 h, overcoming short-term temporal variability issues. Bedload traps were tested in two streams and appear to collect representative samples of gravel bedload transport. Bedload rating and flow competence curves are well-defined and steeper than those obtained by a Helley–Smith sampler. Rating curves from both samplers differ most at low flow but approach each other near bankfull flow. Critical flow determined from bedload traps is similar using the largest grain and the small transport rate method, suggesting suitability of bedload trap data for incipient motion studies.
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      Measurement of Coarse Gravel and Cobble Transport Using Portable Bedload Traps

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/25791
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    • Journal of Hydraulic Engineering

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    contributor authorKristin Bunte
    contributor authorSteven R. Abt
    contributor authorJohn P. Potyondy
    contributor authorSandra E. Ryan
    date accessioned2017-05-08T20:44:57Z
    date available2017-05-08T20:44:57Z
    date copyrightSeptember 2004
    date issued2004
    identifier other%28asce%290733-9429%282004%29130%3A9%28879%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25791
    description abstractPortable bedload traps (0.3 by 0.2 m opening) were developed for sampling coarse bedload transport in mountain gravel-bed rivers during wadable high flows. The 0.9 m long trailing net can capture about 20 kg of gravel and cobbles. Traps are positioned on ground plates anchored in the streambed to minimize disturbance of the streambed during sampling. This design permits sampling times of up to 1 h, overcoming short-term temporal variability issues. Bedload traps were tested in two streams and appear to collect representative samples of gravel bedload transport. Bedload rating and flow competence curves are well-defined and steeper than those obtained by a Helley–Smith sampler. Rating curves from both samplers differ most at low flow but approach each other near bankfull flow. Critical flow determined from bedload traps is similar using the largest grain and the small transport rate method, suggesting suitability of bedload trap data for incipient motion studies.
    publisherAmerican Society of Civil Engineers
    titleMeasurement of Coarse Gravel and Cobble Transport Using Portable Bedload Traps
    typeJournal Paper
    journal volume130
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2004)130:9(879)
    treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian