Influence of different roughness of bed and side walls in an open channel

Coefficients of roughness, n are characterized as parameters representing the channel roughness and flow resistance. The Manning equation has been recognized as the most proper formulae to represent the open channel flow application. This study is about determining the mean roughness coefficients fo...

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Main Author: Siti Natasha, Shamshul Bahri
Format: Undergraduates Project Papers
Language:English
Published: 2014
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Online Access:http://umpir.ump.edu.my/id/eprint/11582/1/SITI%20NATASHA%20BINTI%20SHAMSHUL%20BAHRI.PDF
http://umpir.ump.edu.my/id/eprint/11582/
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spelling my.ump.umpir.115822021-08-02T04:12:24Z http://umpir.ump.edu.my/id/eprint/11582/ Influence of different roughness of bed and side walls in an open channel Siti Natasha, Shamshul Bahri TA Engineering (General). Civil engineering (General) Coefficients of roughness, n are characterized as parameters representing the channel roughness and flow resistance. The Manning equation has been recognized as the most proper formulae to represent the open channel flow application. This study is about determining the mean roughness coefficients for an open channel with different bed and side walls roughness. The experiments were conducted at the Hydraulic and Hydrology Laboratory in Universiti Malaysia Pahang. The experiments were performed on a rectangular open channel with glass sides and a flat bed. The size of the rectangular open channel was lOm long, 0.3 m wide and 0.46m deep. The experiments were carried out using two different types of roughness; 5mm gravel and 2 mm gravel. There were two channel conditions, bed and sidewalls having the same roughness, and only the channel bed had the roughness while the sidewalls were smooth. For both conditions; experiments were conducted with certain three fixed slope gradients which are 1:100, 1:300, and 1:500. The fixed flow rates, 4m 31s, 8 m 3/s and 12 m 31 were also set by adjusting the water pump. The data obtained was converted into graph form before performing the analysis. The heights and velocities were recorded at the upper stream and lower stream of the open channel under different roughness conditions. The results showed that the coefficient of roughness for the open channel with wall roughness is higher than the channel without sidewall roughness and larger grain size will give higher roughness coefficient. It also can be concluded that channel slope and surface roughness were the main factors in determining the roughness coefficient. 2014-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/11582/1/SITI%20NATASHA%20BINTI%20SHAMSHUL%20BAHRI.PDF Siti Natasha, Shamshul Bahri (2014) Influence of different roughness of bed and side walls in an open channel. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang.
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Siti Natasha, Shamshul Bahri
Influence of different roughness of bed and side walls in an open channel
description Coefficients of roughness, n are characterized as parameters representing the channel roughness and flow resistance. The Manning equation has been recognized as the most proper formulae to represent the open channel flow application. This study is about determining the mean roughness coefficients for an open channel with different bed and side walls roughness. The experiments were conducted at the Hydraulic and Hydrology Laboratory in Universiti Malaysia Pahang. The experiments were performed on a rectangular open channel with glass sides and a flat bed. The size of the rectangular open channel was lOm long, 0.3 m wide and 0.46m deep. The experiments were carried out using two different types of roughness; 5mm gravel and 2 mm gravel. There were two channel conditions, bed and sidewalls having the same roughness, and only the channel bed had the roughness while the sidewalls were smooth. For both conditions; experiments were conducted with certain three fixed slope gradients which are 1:100, 1:300, and 1:500. The fixed flow rates, 4m 31s, 8 m 3/s and 12 m 31 were also set by adjusting the water pump. The data obtained was converted into graph form before performing the analysis. The heights and velocities were recorded at the upper stream and lower stream of the open channel under different roughness conditions. The results showed that the coefficient of roughness for the open channel with wall roughness is higher than the channel without sidewall roughness and larger grain size will give higher roughness coefficient. It also can be concluded that channel slope and surface roughness were the main factors in determining the roughness coefficient.
format Undergraduates Project Papers
author Siti Natasha, Shamshul Bahri
author_facet Siti Natasha, Shamshul Bahri
author_sort Siti Natasha, Shamshul Bahri
title Influence of different roughness of bed and side walls in an open channel
title_short Influence of different roughness of bed and side walls in an open channel
title_full Influence of different roughness of bed and side walls in an open channel
title_fullStr Influence of different roughness of bed and side walls in an open channel
title_full_unstemmed Influence of different roughness of bed and side walls in an open channel
title_sort influence of different roughness of bed and side walls in an open channel
publishDate 2014
url http://umpir.ump.edu.my/id/eprint/11582/1/SITI%20NATASHA%20BINTI%20SHAMSHUL%20BAHRI.PDF
http://umpir.ump.edu.my/id/eprint/11582/
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score 13.211869