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contributor authorJunsheng Jiang
contributor authorAdrian Wing-Keung Law
contributor authorNian-Sheng Cheng
date accessioned2017-05-08T22:40:35Z
date available2017-05-08T22:40:35Z
date copyrightMarch 2005
date issued2005
identifier other%28asce%290733-9399%282005%29131%3A3%28308%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86066
description abstractIn this study, we investigated a vertical dilute sediment-laden jet both experimentally and theoretically. First, an instantaneous whole-field velocimetry tool, particle image velocimetry, was applied to measure the sediment and fluid mean and fluctuating velocities of a downward sediment-laden jet at the same time. Subsequently, an analysis was performed based on two-phase conservation equations for both downward and upward jets. The analysis shows that the mean sediment velocity can be taken as the sum of fluid velocity and the settling velocity in both cases. For the downward jets, the decay rate of the centerline sediment concentration increases with the sediment settling velocity while decreases with the initial discharge velocity. The zone of flow establishment for the sediment velocity is found to be longer than that of the fluid. For the upward jets, the maximum rise of the sediment particles and their deposition distribution on the ground were derived theoretically. The predicted results compare well to the experimental data in the literature.
publisherAmerican Society of Civil Engineers
titleTwo-Phase Analysis of Vertical Sediment-Laden Jets
typeJournal Paper
journal volume131
journal issue3
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2005)131:3(308)
treeJournal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 003
contenttypeFulltext


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