Application of Ergun equation to computation of critical shear velocity subject to seepage

The Ergun equation that is widely used in chemical engineering is generalized for describing seepage through the sediment boundaries in this study. Comparisons with the measurements of the hydraulic gradient for flows through packed beds show that the Ergun equation may not be suitable for the trans...

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Main Author: Cheng, Nian-Sheng
Other Authors: School of Civil and Environmental Engineering
Format: Journal Article
Language:English
Published: 2012
Subjects:
Online Access:https://hdl.handle.net/10356/94299
http://hdl.handle.net/10220/7652
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author Cheng, Nian-Sheng
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Cheng, Nian-Sheng
author_sort Cheng, Nian-Sheng
collection NTU
description The Ergun equation that is widely used in chemical engineering is generalized for describing seepage through the sediment boundaries in this study. Comparisons with the measurements of the hydraulic gradient for flows through packed beds show that the Ergun equation may not be suitable for the transitional zone where both viscous and inertial effects are of the same order of magnitude. The generalized Ergun equation is then used to evaluate the critical shear velocity for incipient sediment motion subject to seepage. The computed results are finally compared to the experimental data and those predicted using the previously proposed approach.
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spelling ntu-10356/942992020-03-07T11:43:42Z Application of Ergun equation to computation of critical shear velocity subject to seepage Cheng, Nian-Sheng School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Water resources The Ergun equation that is widely used in chemical engineering is generalized for describing seepage through the sediment boundaries in this study. Comparisons with the measurements of the hydraulic gradient for flows through packed beds show that the Ergun equation may not be suitable for the transitional zone where both viscous and inertial effects are of the same order of magnitude. The generalized Ergun equation is then used to evaluate the critical shear velocity for incipient sediment motion subject to seepage. The computed results are finally compared to the experimental data and those predicted using the previously proposed approach. Published version 2012-03-22T00:55:48Z 2019-12-06T18:53:49Z 2012-03-22T00:55:48Z 2019-12-06T18:53:49Z 2003 2003 Journal Article Cheng, N. S. (2003). Application of Ergun equation to computation of critical shear velocity subject to seepage. Journal of Irrigation and Drainage Engineering, 129(4), 278-283. 0733-9437 https://hdl.handle.net/10356/94299 http://hdl.handle.net/10220/7652 10.1061/(ASCE)0733-9437(2003)129:4(278) en Journal of irrigation and drainage engineering © 2003 ASCE. This is the author created version of a work that has been peer reviewed and accepted for publication by Journal of Irrigation and Drainage 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)0733-9437(2003)129:4(278)]. 21 p. application/pdf
spellingShingle DRNTU::Engineering::Civil engineering::Water resources
Cheng, Nian-Sheng
Application of Ergun equation to computation of critical shear velocity subject to seepage
title Application of Ergun equation to computation of critical shear velocity subject to seepage
title_full Application of Ergun equation to computation of critical shear velocity subject to seepage
title_fullStr Application of Ergun equation to computation of critical shear velocity subject to seepage
title_full_unstemmed Application of Ergun equation to computation of critical shear velocity subject to seepage
title_short Application of Ergun equation to computation of critical shear velocity subject to seepage
title_sort application of ergun equation to computation of critical shear velocity subject to seepage
topic DRNTU::Engineering::Civil engineering::Water resources
url https://hdl.handle.net/10356/94299
http://hdl.handle.net/10220/7652
work_keys_str_mv AT chengniansheng applicationofergunequationtocomputationofcriticalshearvelocitysubjecttoseepage