Hydraulic investigation of stilling basins of the barrage before and after remodelling using FLOW-3D

The hydraulic performance of stilling basins is affected by their size and geometry. Taunsa Barrage, Pakistan, was constructed in 1958 and remodelled in 2008. In remodelling, baffle and friction blocks were replaced by chute blocks and dentated sill. After remodelling, sounding, and probing data dur...

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Main Authors: Muhammad Waqas Zaffar, Ishtiaq Hassan
Format: Article
Language:English
Published: IWA Publishing 2023-02-01
Series:Water Supply
Subjects:
Online Access:http://ws.iwaponline.com/content/23/2/796
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author Muhammad Waqas Zaffar
Ishtiaq Hassan
author_facet Muhammad Waqas Zaffar
Ishtiaq Hassan
author_sort Muhammad Waqas Zaffar
collection DOAJ
description The hydraulic performance of stilling basins is affected by their size and geometry. Taunsa Barrage, Pakistan, was constructed in 1958 and remodelled in 2008. In remodelling, baffle and friction blocks were replaced by chute blocks and dentated sill. After remodelling, sounding, and probing data during 2010–2014 revealed that flexible apron in front of some bays was washed away. This study quantified hydraulic parameters such as free surface, flow depth, Froude number, roller length, velocity, hydraulic jump efficiency, and turbulent kinetic energy for stilling basins before and after remodelling using FLOW-3D. Comparing results with the literature showed that results in the old stilling basin were closer to the literature results. The results of old stilling basin showed linear trends of tailwater depths with Froude number and roller lengths. Results of the new stilling basin deviated from the literature results because relatively weak trends of tailwater depths with the Froude number and roller lengths were revealed; velocities were higher on the basin's floor; energy dissipation was less, and there was more turbulent kinetic energy on downstream. In conclusion, hydraulic studies for other discharges, tailwater levels, and turbulence models have to be conducted to analyze hydraulic issues in the new stilling basin. HIGHLIGHTS Investigated the flow behaviour in different stilling basins using FLOW-3D.; Assessment of energy dissipation in the stilling basins using numerical models.; Investigated the hydraulic jump and its effective parameters in the stilling basins.;
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spelling doaj.art-9081911153ce46809453f7deb3458c482023-04-07T15:15:09ZengIWA PublishingWater Supply1606-97491607-07982023-02-0123279682010.2166/ws.2023.032032Hydraulic investigation of stilling basins of the barrage before and after remodelling using FLOW-3DMuhammad Waqas Zaffar0Ishtiaq Hassan1 Department of Civil Engineering, Capital University of Science and Technology, Islamabad Expressway, Kahuta' Road Zone-V Sihala, Islamabad Capital Territory, Pakistan Department of Civil Engineering, Capital University of Science and Technology, Islamabad Expressway, Kahuta' Road Zone-V Sihala, Islamabad Capital Territory, Pakistan The hydraulic performance of stilling basins is affected by their size and geometry. Taunsa Barrage, Pakistan, was constructed in 1958 and remodelled in 2008. In remodelling, baffle and friction blocks were replaced by chute blocks and dentated sill. After remodelling, sounding, and probing data during 2010–2014 revealed that flexible apron in front of some bays was washed away. This study quantified hydraulic parameters such as free surface, flow depth, Froude number, roller length, velocity, hydraulic jump efficiency, and turbulent kinetic energy for stilling basins before and after remodelling using FLOW-3D. Comparing results with the literature showed that results in the old stilling basin were closer to the literature results. The results of old stilling basin showed linear trends of tailwater depths with Froude number and roller lengths. Results of the new stilling basin deviated from the literature results because relatively weak trends of tailwater depths with the Froude number and roller lengths were revealed; velocities were higher on the basin's floor; energy dissipation was less, and there was more turbulent kinetic energy on downstream. In conclusion, hydraulic studies for other discharges, tailwater levels, and turbulence models have to be conducted to analyze hydraulic issues in the new stilling basin. HIGHLIGHTS Investigated the flow behaviour in different stilling basins using FLOW-3D.; Assessment of energy dissipation in the stilling basins using numerical models.; Investigated the hydraulic jump and its effective parameters in the stilling basins.;http://ws.iwaponline.com/content/23/2/796barrageenergy dissipationflow-3dhydraulic jumpremodellingstilling basin
spellingShingle Muhammad Waqas Zaffar
Ishtiaq Hassan
Hydraulic investigation of stilling basins of the barrage before and after remodelling using FLOW-3D
Water Supply
barrage
energy dissipation
flow-3d
hydraulic jump
remodelling
stilling basin
title Hydraulic investigation of stilling basins of the barrage before and after remodelling using FLOW-3D
title_full Hydraulic investigation of stilling basins of the barrage before and after remodelling using FLOW-3D
title_fullStr Hydraulic investigation of stilling basins of the barrage before and after remodelling using FLOW-3D
title_full_unstemmed Hydraulic investigation of stilling basins of the barrage before and after remodelling using FLOW-3D
title_short Hydraulic investigation of stilling basins of the barrage before and after remodelling using FLOW-3D
title_sort hydraulic investigation of stilling basins of the barrage before and after remodelling using flow 3d
topic barrage
energy dissipation
flow-3d
hydraulic jump
remodelling
stilling basin
url http://ws.iwaponline.com/content/23/2/796
work_keys_str_mv AT muhammadwaqaszaffar hydraulicinvestigationofstillingbasinsofthebarragebeforeandafterremodellingusingflow3d
AT ishtiaqhassan hydraulicinvestigationofstillingbasinsofthebarragebeforeandafterremodellingusingflow3d