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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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