Estimate of Sediment Pickup Rate with the Densimetric Froude Number

The 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 condi...

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Main Authors: Chen, Nian-Sheng, Emadzadeh, Adel
Other Authors: School of Civil and Environmental Engineering
Format: Journal Article
Language:English
Published: 2016
Subjects:
Online Access:https://hdl.handle.net/10356/80316
http://hdl.handle.net/10220/40534
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author Chen, Nian-Sheng
Emadzadeh, Adel
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Chen, Nian-Sheng
Emadzadeh, Adel
author_sort Chen, Nian-Sheng
collection NTU
description The 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.
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spelling ntu-10356/803162020-03-07T11:43:29Z Estimate of Sediment Pickup Rate with the Densimetric Froude Number Chen, Nian-Sheng Emadzadeh, Adel School of Civil and Environmental Engineering Froude number Sediment motion The 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. MOE (Min. of Education, S’pore) Accepted version 2016-05-12T09:09:49Z 2019-12-06T13:47:05Z 2016-05-12T09:09:49Z 2019-12-06T13:47:05Z 2015 2015 Journal Article Cheng, N.-S., & Emadzadeh, A. (2016). Estimate of Sediment Pickup Rate with the Densimetric Froude Number. Journal of Hydraulic Engineering, 142(3), 06015024-. 0733-9429 https://hdl.handle.net/10356/80316 http://hdl.handle.net/10220/40534 10.1061/(ASCE)HY.1943-7900.0001105 191382 en Journal of Hydraulic Engineering © 2015 American Society of Civil Engineers. 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: [http://dx.doi.org/10.1061/(ASCE)HY.1943-7900.0001105]. 17 p. application/pdf
spellingShingle Froude number
Sediment motion
Chen, Nian-Sheng
Emadzadeh, Adel
Estimate of Sediment Pickup Rate with the Densimetric Froude Number
title Estimate of Sediment Pickup Rate with the Densimetric Froude Number
title_full Estimate of Sediment Pickup Rate with the Densimetric Froude Number
title_fullStr Estimate of Sediment Pickup Rate with the Densimetric Froude Number
title_full_unstemmed Estimate of Sediment Pickup Rate with the Densimetric Froude Number
title_short Estimate of Sediment Pickup Rate with the Densimetric Froude Number
title_sort estimate of sediment pickup rate with the densimetric froude number
topic Froude number
Sediment motion
url https://hdl.handle.net/10356/80316
http://hdl.handle.net/10220/40534
work_keys_str_mv AT chenniansheng estimateofsedimentpickupratewiththedensimetricfroudenumber
AT emadzadehadel estimateofsedimentpickupratewiththedensimetricfroudenumber