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contributor authorNian-Sheng Cheng
contributor authorAdel Emadzadeh
date accessioned2017-05-08T22:30:19Z
date available2017-05-08T22:30:19Z
date copyrightMarch 2016
date issued2016
identifier other47410056.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81703
description abstractThe present study shows that the sediment pickup rate is better correlated with the densimetric Froude number than the Shields number. With laboratory data collected in open channel flows, an empirical formula for estimating the pickup rate is proposed. Because it does not involve the critical condition for the incipient sediment motion, the formula can be applied to sediment entrainment of different stages including weak sediment motion. In spite of the fact that the experiments were carried with a limited range of sediment particle diameters, ranging from 0.23 to 0.86 mm, the results obtained are also supported by several series of data reported in the literature.
publisherAmerican Society of Civil Engineers
titleEstimate of Sediment Pickup Rate with the Densimetric Froude Number
typeJournal Paper
journal volume142
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001105
treeJournal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 003
contenttypeFulltext


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