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contributor authorClinton L. Dancey
contributor authorPanayiotis Diplas
contributor authorAthanasios Papanicolaou
contributor authorMahesh Bala
date accessioned2017-05-08T20:44:11Z
date available2017-05-08T20:44:11Z
date copyrightDecember 2002
date issued2002
identifier other%28asce%290733-9429%282002%29128%3A12%281069%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25304
description abstractA new criterion for the experimental characterization of the threshold of motion of sediment as bed load is introduced and this criterion is implemented in an experimental investigation of the role of sediment packing density on bed behavior near the threshold of motion. The new criterion, which may be interpreted as the probability of individual grain movement, accounts for the statistical nature of sediment movement in turbulent flow and the time scale of the flow. The threshold of motion is specified by a fixed value of the probability. The criterion represents an objective, quantitative and consistent approach to the threshold condition for sediment of uniform size, shape, and density. The experimental investigation demonstrates that this criterion leads to results that are comparable to those of other approaches, for nearly isolated grains; however, it is found that a threshold criterion based upon the probability of grain movement can yield relatively active sediment beds where the level of activity is strongly dependent upon sediment packing density.
publisherAmerican Society of Civil Engineers
titleProbability of Individual Grain Movement and Threshold Condition
typeJournal Paper
journal volume128
journal issue12
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2002)128:12(1069)
treeJournal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 012
contenttypeFulltext


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