Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/83699
Title: Comparison of settling-velocity-based formulas for threshold of sediment motion
Authors: Cheng, Nian-Sheng
Keywords: DRNTU::Engineering::Civil engineering
Issue Date: 2008
Source: Cheng, N. S. (2008). Comparison of Settling-Velocity-Based Formulas for Threshold of Sediment Motion. Journal of Hydraulic Engineering, 134(8), 1136-1141.
Series/Report no.: Journal of hydraulic engineering
Abstract: The critical condition for incipient sediment motion is formulated in this note based on the settling velocity. The formula obtained is simple, relating the ratio of critical shear velocity to settling velocity to the dimensionless sediment diameter. Comparisons are then made with other settling-velocity based formulas available in the literature. To facilitate the computation of the effective near-bed velocity at the threshold condition, a generalized law-of-the-wall function is proposed for predicting the velocity distribution under various boundary conditions. This study demonstrates that the settling velocity is equivalent to the critical near-bed velocity, which is experienced by a typical bed sediment particle under the threshold condition, but only for large sediment sizes such as sand and gravel. Comparison results show that Yang's formula is suitable for flows with small flow depth relative to sediment size while Le Roux's formula may overestimate the threshold condition for fine particles by up to 30%.
URI: https://hdl.handle.net/10356/83699
http://hdl.handle.net/10220/7644
ISSN: 1943-7900 (online)
DOI: 10.1061/(ASCE)0733-9429(2008)134:8(1136)
Schools: School of Civil and Environmental Engineering 
Rights: © 2008 ASCE. This is the author created version of a work that has been peer reviewed and accepted for publication by Journal of Hydraulic Engineering, American Society of Civil Engineers. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: [DOI: http://dx.doi.org/10.1061/(ASCE)0733-9429(2008)134:8(1136)].
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Journal Articles

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