Depth-averaged Velocity Distribution in Smooth Trapezoidal and Rectangular Open Channels with the Best Hydraulic Section

General equations for predicting depth-averaged velocity in open channels are not well suited for trapezoidal open channels. In this study, an innovative method is developed for predicting the depth-averaged velocity distributions in smooth trapezoidal open channels with the best hydraulic section....

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Main Authors: Faemeh Farshi, Abdoreza Kabiri Samani
Format: Article
Language:English
Published: Water and Wastewater Consulting Engineers Research Development 2014-04-01
Series:آب و فاضلاب
Subjects:
Online Access:http://www.wwjournal.ir/article_3707_cfdebb424223426207be115168d82bb9.pdf
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spelling doaj-61f10c22ec284a36a9797f9303646e412021-03-02T03:33:18ZengWater and Wastewater Consulting Engineers Research Developmentآب و فاضلاب1024-59362383-09052014-04-012511111213707Depth-averaged Velocity Distribution in Smooth Trapezoidal and Rectangular Open Channels with the Best Hydraulic SectionFaemeh Farshi0Abdoreza Kabiri Samani1دانش¬آموخته کارشناسی ارشد مهندسی عمران، دانشگاه صنعتی اصفهاندانشیار، دانشکده مهندسی عمران، دانشگاه صنعتی اصفهانGeneral equations for predicting depth-averaged velocity in open channels are not well suited for trapezoidal open channels. In this study, an innovative method is developed for predicting the depth-averaged velocity distributions in smooth trapezoidal open channels with the best hydraulic section. Depth-averaged velocity was obtained using the boundary shear stress obtained in the present study. To calibrate the present analytical results, an experimental investigation was also performed. Analytical results compared well with the experimental data.http://www.wwjournal.ir/article_3707_cfdebb424223426207be115168d82bb9.pdfOpen ChannelDepth-averaged velocityBoundary Shear Stress
collection DOAJ
language English
format Article
sources DOAJ
author Faemeh Farshi
Abdoreza Kabiri Samani
spellingShingle Faemeh Farshi
Abdoreza Kabiri Samani
Depth-averaged Velocity Distribution in Smooth Trapezoidal and Rectangular Open Channels with the Best Hydraulic Section
آب و فاضلاب
Open Channel
Depth-averaged velocity
Boundary Shear Stress
author_facet Faemeh Farshi
Abdoreza Kabiri Samani
author_sort Faemeh Farshi
title Depth-averaged Velocity Distribution in Smooth Trapezoidal and Rectangular Open Channels with the Best Hydraulic Section
title_short Depth-averaged Velocity Distribution in Smooth Trapezoidal and Rectangular Open Channels with the Best Hydraulic Section
title_full Depth-averaged Velocity Distribution in Smooth Trapezoidal and Rectangular Open Channels with the Best Hydraulic Section
title_fullStr Depth-averaged Velocity Distribution in Smooth Trapezoidal and Rectangular Open Channels with the Best Hydraulic Section
title_full_unstemmed Depth-averaged Velocity Distribution in Smooth Trapezoidal and Rectangular Open Channels with the Best Hydraulic Section
title_sort depth-averaged velocity distribution in smooth trapezoidal and rectangular open channels with the best hydraulic section
publisher Water and Wastewater Consulting Engineers Research Development
series آب و فاضلاب
issn 1024-5936
2383-0905
publishDate 2014-04-01
description General equations for predicting depth-averaged velocity in open channels are not well suited for trapezoidal open channels. In this study, an innovative method is developed for predicting the depth-averaged velocity distributions in smooth trapezoidal open channels with the best hydraulic section. Depth-averaged velocity was obtained using the boundary shear stress obtained in the present study. To calibrate the present analytical results, an experimental investigation was also performed. Analytical results compared well with the experimental data.
topic Open Channel
Depth-averaged velocity
Boundary Shear Stress
url http://www.wwjournal.ir/article_3707_cfdebb424223426207be115168d82bb9.pdf
work_keys_str_mv AT faemehfarshi depthaveragedvelocitydistributioninsmoothtrapezoidalandrectangularopenchannelswiththebesthydraulicsection
AT abdorezakabirisamani depthaveragedvelocitydistributioninsmoothtrapezoidalandrectangularopenchannelswiththebesthydraulicsection
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