Experimental investigation of the velocity distribution for a bendway weir

Bendway weirs is a set of structure used to reduce erosion problems at sharp bends of natural stream. Its ability to realign velocity distribution to a better alignment has been proved through previously installed bendway weirs. The effects of different bendway weir's length and degrees of angl...

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Main Author: Ng, Suh Hong.
Format: Final Year Project Report
Language:English
English
Published: Universiti Malaysia Sarawak (UNIMAS) 2002
Subjects:
Online Access:http://ir.unimas.my/id/eprint/22733/1/Experimental%20investigation%20of%20the%20velocity%20distribution%20for%20a%20bendway%20weir%20%2824%20pgs%29.pdf
http://ir.unimas.my/id/eprint/22733/4/NG%20SUH%20HONG.pdf
http://ir.unimas.my/id/eprint/22733/
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spelling my.unimas.ir.227332024-01-24T08:37:24Z http://ir.unimas.my/id/eprint/22733/ Experimental investigation of the velocity distribution for a bendway weir Ng, Suh Hong. T Technology (General) TA Engineering (General). Civil engineering (General) Bendway weirs is a set of structure used to reduce erosion problems at sharp bends of natural stream. Its ability to realign velocity distribution to a better alignment has been proved through previously installed bendway weirs. The effects of different bendway weir's length and degrees of angled downstream were found valuable as a mean to decrease the velocities at the outer bend while not unduly increase the inflow depth. In this study, the effect of different length and different angles downstream of the weirs is presented. The study is conducted in a channel that has been modelled up according to one real bend located in Batang Sadong. Whereby serious erosion at the outer riverbank has caused damages to villages nearby, and even worse especially at flood season. Experiment data shows that, a 3.5cm of bendway weirs angled downstream has successfully realigned the cross section velocities distribution along the bend. High velocities at outer bend have been reduced, cross section velocities were more evenly distributed and acceptable small increment in inflow depth. Thus, a 3.5cm bendway weir with a 20° angle downstream is more effective in velocity redistribution and outer bend erosion elimination. Universiti Malaysia Sarawak (UNIMAS) 2002 Final Year Project Report NonPeerReviewed text en http://ir.unimas.my/id/eprint/22733/1/Experimental%20investigation%20of%20the%20velocity%20distribution%20for%20a%20bendway%20weir%20%2824%20pgs%29.pdf text en http://ir.unimas.my/id/eprint/22733/4/NG%20SUH%20HONG.pdf Ng, Suh Hong. (2002) Experimental investigation of the velocity distribution for a bendway weir. [Final Year Project Report] (Unpublished)
institution Universiti Malaysia Sarawak
building Centre for Academic Information Services (CAIS)
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Sarawak
content_source UNIMAS Institutional Repository
url_provider http://ir.unimas.my/
language English
English
topic T Technology (General)
TA Engineering (General). Civil engineering (General)
spellingShingle T Technology (General)
TA Engineering (General). Civil engineering (General)
Ng, Suh Hong.
Experimental investigation of the velocity distribution for a bendway weir
description Bendway weirs is a set of structure used to reduce erosion problems at sharp bends of natural stream. Its ability to realign velocity distribution to a better alignment has been proved through previously installed bendway weirs. The effects of different bendway weir's length and degrees of angled downstream were found valuable as a mean to decrease the velocities at the outer bend while not unduly increase the inflow depth. In this study, the effect of different length and different angles downstream of the weirs is presented. The study is conducted in a channel that has been modelled up according to one real bend located in Batang Sadong. Whereby serious erosion at the outer riverbank has caused damages to villages nearby, and even worse especially at flood season. Experiment data shows that, a 3.5cm of bendway weirs angled downstream has successfully realigned the cross section velocities distribution along the bend. High velocities at outer bend have been reduced, cross section velocities were more evenly distributed and acceptable small increment in inflow depth. Thus, a 3.5cm bendway weir with a 20° angle downstream is more effective in velocity redistribution and outer bend erosion elimination.
format Final Year Project Report
author Ng, Suh Hong.
author_facet Ng, Suh Hong.
author_sort Ng, Suh Hong.
title Experimental investigation of the velocity distribution for a bendway weir
title_short Experimental investigation of the velocity distribution for a bendway weir
title_full Experimental investigation of the velocity distribution for a bendway weir
title_fullStr Experimental investigation of the velocity distribution for a bendway weir
title_full_unstemmed Experimental investigation of the velocity distribution for a bendway weir
title_sort experimental investigation of the velocity distribution for a bendway weir
publisher Universiti Malaysia Sarawak (UNIMAS)
publishDate 2002
url http://ir.unimas.my/id/eprint/22733/1/Experimental%20investigation%20of%20the%20velocity%20distribution%20for%20a%20bendway%20weir%20%2824%20pgs%29.pdf
http://ir.unimas.my/id/eprint/22733/4/NG%20SUH%20HONG.pdf
http://ir.unimas.my/id/eprint/22733/
_version_ 1789430297472794624
score 13.211869