An Explicit Model for Concentration Distribution using Biquadratic-Log-Wake Law in an Open Channel Flow

The log-wake law with biquadratic boundary correction for the vertical velocity distribution which was changed from cubic boundary correction by Guo for the pipe data is applied to turbulent flow in open-channels. The biquadraticlog- wake law is tested with experimental data from Coleman, Lyn, Wan...

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Main Authors: Snehasis Kundu, Koeli Ghoshal
Format: Article
Language:English
Published: Isfahan University of Technology 2013-01-01
Series:Journal of Applied Fluid Mechanics
Subjects:
Online Access:http://jafmonline.net/JournalArchive/download?file_ID=30101&issue_ID=214
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spelling doaj-20d9ebcace094729aa0953ed90ec98e02020-11-24T21:31:46ZengIsfahan University of Technology Journal of Applied Fluid Mechanics1735-35722013-01-0163339350.An Explicit Model for Concentration Distribution using Biquadratic-Log-Wake Law in an Open Channel FlowSnehasis Kundu0Koeli Ghoshal1uspecifednetIndian Institute of Technology, West Bengal, IndiaThe log-wake law with biquadratic boundary correction for the vertical velocity distribution which was changed from cubic boundary correction by Guo for the pipe data is applied to turbulent flow in open-channels. The biquadraticlog- wake law is tested with experimental data from Coleman, Lyn, Wang and Qian and Kironoto and Graf. It shows that the biquadratic-log-wake law matches well with flume data. A new mathematical model for vertical concentration distribution using the biquadratic-log-wake law is proposed and tested with the existing laboratory data. This study reflect the fact that sediment suspension has significant effects on both von Karman constant and Coles’ wake strength.http://jafmonline.net/JournalArchive/download?file_ID=30101&issue_ID=214Open-channel Velocity distribution Boundary correction Sediment suspension von Karman constant Coles’ wake strength.
collection DOAJ
language English
format Article
sources DOAJ
author Snehasis Kundu
Koeli Ghoshal
spellingShingle Snehasis Kundu
Koeli Ghoshal
An Explicit Model for Concentration Distribution using Biquadratic-Log-Wake Law in an Open Channel Flow
Journal of Applied Fluid Mechanics
Open-channel
Velocity distribution
Boundary correction
Sediment suspension
von Karman constant
Coles’ wake strength.
author_facet Snehasis Kundu
Koeli Ghoshal
author_sort Snehasis Kundu
title An Explicit Model for Concentration Distribution using Biquadratic-Log-Wake Law in an Open Channel Flow
title_short An Explicit Model for Concentration Distribution using Biquadratic-Log-Wake Law in an Open Channel Flow
title_full An Explicit Model for Concentration Distribution using Biquadratic-Log-Wake Law in an Open Channel Flow
title_fullStr An Explicit Model for Concentration Distribution using Biquadratic-Log-Wake Law in an Open Channel Flow
title_full_unstemmed An Explicit Model for Concentration Distribution using Biquadratic-Log-Wake Law in an Open Channel Flow
title_sort explicit model for concentration distribution using biquadratic-log-wake law in an open channel flow
publisher Isfahan University of Technology
series Journal of Applied Fluid Mechanics
issn 1735-3572
publishDate 2013-01-01
description The log-wake law with biquadratic boundary correction for the vertical velocity distribution which was changed from cubic boundary correction by Guo for the pipe data is applied to turbulent flow in open-channels. The biquadraticlog- wake law is tested with experimental data from Coleman, Lyn, Wang and Qian and Kironoto and Graf. It shows that the biquadratic-log-wake law matches well with flume data. A new mathematical model for vertical concentration distribution using the biquadratic-log-wake law is proposed and tested with the existing laboratory data. This study reflect the fact that sediment suspension has significant effects on both von Karman constant and Coles’ wake strength.
topic Open-channel
Velocity distribution
Boundary correction
Sediment suspension
von Karman constant
Coles’ wake strength.
url http://jafmonline.net/JournalArchive/download?file_ID=30101&issue_ID=214
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