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    Quantifying the Dynamic Evolution of Graded Gravel Beds Using Particle Tracking Velocimetry

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 007
    Author:
    K. G. Heays
    ,
    H. Friedrich
    ,
    B. W. Melville
    ,
    R. Nokes
    DOI: 10.1061/(ASCE)HY.1943-7900.0000850
    Publisher: American Society of Civil Engineers
    Abstract: The motion of graded gravels under steady and spatially uniform turbulent flow is investigated in laboratory conditions using particle tracking velocimetry (PTV). The gravel bed is subjected to flows approaching critical armor velocity, and water worked until static armor is reached. A digital particle tracking (DPT) algorithm, based on image subtraction between subsequent frames, is developed and applied on the particle scale as the graded gravel bed is water-worked. The dynamic evolution of graded gravels is quantified continuously for up to 8 h. Characteristics of particle motion are identified, and movement patterns under complex flow conditions are analyzed. Particle tracking is applied to low-frequency (0.67-fps) and high-frequency (30-fps) data. This study provides a new perspective on gravel particle transport distances, trajectory sinuosity, sediment transport rate, fractional sediment transport rates, particle movement patterns, and instantaneous particle velocities.
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      Quantifying the Dynamic Evolution of Graded Gravel Beds Using Particle Tracking Velocimetry

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    http://yetl.yabesh.ir/yetl1/handle/yetl/75199
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    contributor authorK. G. Heays
    contributor authorH. Friedrich
    contributor authorB. W. Melville
    contributor authorR. Nokes
    date accessioned2017-05-08T22:15:06Z
    date available2017-05-08T22:15:06Z
    date copyrightJuly 2014
    date issued2014
    identifier other39996992.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75199
    description abstractThe motion of graded gravels under steady and spatially uniform turbulent flow is investigated in laboratory conditions using particle tracking velocimetry (PTV). The gravel bed is subjected to flows approaching critical armor velocity, and water worked until static armor is reached. A digital particle tracking (DPT) algorithm, based on image subtraction between subsequent frames, is developed and applied on the particle scale as the graded gravel bed is water-worked. The dynamic evolution of graded gravels is quantified continuously for up to 8 h. Characteristics of particle motion are identified, and movement patterns under complex flow conditions are analyzed. Particle tracking is applied to low-frequency (0.67-fps) and high-frequency (30-fps) data. This study provides a new perspective on gravel particle transport distances, trajectory sinuosity, sediment transport rate, fractional sediment transport rates, particle movement patterns, and instantaneous particle velocities.
    publisherAmerican Society of Civil Engineers
    titleQuantifying the Dynamic Evolution of Graded Gravel Beds Using Particle Tracking Velocimetry
    typeJournal Paper
    journal volume140
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000850
    treeJournal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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