Effect of concentration on settling velocity of sediment particles

The drag coefficient for dispersed particles settling in a fluid is related to the particle Reynolds number with the same function as that used for a single particle falling in a clear fluid, after taking into account the effects of concentration both on the effective density of particles and on the...

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Main Author: Cheng, Nian-Sheng
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2012
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Online Access:https://hdl.handle.net/10356/94518
http://hdl.handle.net/10220/7649
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-945182020-03-07T11:43:42Z Effect of concentration on settling velocity of sediment particles Cheng, Nian-Sheng School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Water resources The drag coefficient for dispersed particles settling in a fluid is related to the particle Reynolds number with the same function as that used for a single particle falling in a clear fluid, after taking into account the effects of concentration both on the effective density of particles and on the viscosity of fluid-sediment mixture. A new method is developed for evaluating the settling velocity of natural sediment particles dispersed in a fluid; it agrees well with the available experimental data. The differences among various empirical expressions are illustrated using the present relationship. Accepted version 2012-03-21T09:04:02Z 2019-12-06T18:57:19Z 2012-03-21T09:04:02Z 2019-12-06T18:57:19Z 1997 1997 Journal Article Cheng, N. S. (1997). Effect of concentration on settling velocity of sediment particles. Journal of Hydraulic Engineering, 123(8), 728-731. 0733-9429 https://hdl.handle.net/10356/94518 http://hdl.handle.net/10220/7649 10.1061/(ASCE)0733-9429(1997)123:8(728) en Journal of hydraulic engineering © 1997 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(1997)123:8(728)]. 16 p. application/pdf
institution Nanyang Technological University
building NTU Library
country Singapore
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Water resources
spellingShingle DRNTU::Engineering::Civil engineering::Water resources
Cheng, Nian-Sheng
Effect of concentration on settling velocity of sediment particles
description The drag coefficient for dispersed particles settling in a fluid is related to the particle Reynolds number with the same function as that used for a single particle falling in a clear fluid, after taking into account the effects of concentration both on the effective density of particles and on the viscosity of fluid-sediment mixture. A new method is developed for evaluating the settling velocity of natural sediment particles dispersed in a fluid; it agrees well with the available experimental data. The differences among various empirical expressions are illustrated using the present relationship.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Cheng, Nian-Sheng
format Article
author Cheng, Nian-Sheng
author_sort Cheng, Nian-Sheng
title Effect of concentration on settling velocity of sediment particles
title_short Effect of concentration on settling velocity of sediment particles
title_full Effect of concentration on settling velocity of sediment particles
title_fullStr Effect of concentration on settling velocity of sediment particles
title_full_unstemmed Effect of concentration on settling velocity of sediment particles
title_sort effect of concentration on settling velocity of sediment particles
publishDate 2012
url https://hdl.handle.net/10356/94518
http://hdl.handle.net/10220/7649
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