The effectiveness of the cylinder block on stilling basin as energy dissipation system

Flow discharge from a spillway to is due to the force of gravity. Therefore, the steeper the outlet spillway, the magnitude of flow velocity will higher. Consequently of high velocity is able to cause erosion and will damage spillway itself. To overcome these problems, the velocity must be reduced....

Full description

Bibliographic Details
Main Author: Nor Farahiah, Ibrahim
Format: Undergraduates Project Papers
Language:English
English
English
Published: 2015
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/12244/
http://umpir.ump.edu.my/id/eprint/12244/
http://umpir.ump.edu.my/id/eprint/12244/1/FKASA%20-%20NOR%20FARAHIAH%20IBRAHIM%20%28CD9221%29.pdf
http://umpir.ump.edu.my/id/eprint/12244/2/FKASA%20-%20NOR%20FARAHIAH%20IBRAHIM%20%28CD9221%29%20-%20CHAP%201.pdf
http://umpir.ump.edu.my/id/eprint/12244/3/FKASA%20-%20NOR%20FARAHIAH%20IBRAHIM%20%28CD9221%29%20-%20CHAP%203.pdf
id ump-12244
recordtype eprints
spelling ump-122442016-03-17T06:43:05Z http://umpir.ump.edu.my/id/eprint/12244/ The effectiveness of the cylinder block on stilling basin as energy dissipation system Nor Farahiah, Ibrahim TA Engineering (General). Civil engineering (General) Flow discharge from a spillway to is due to the force of gravity. Therefore, the steeper the outlet spillway, the magnitude of flow velocity will higher. Consequently of high velocity is able to cause erosion and will damage spillway itself. To overcome these problems, the velocity must be reduced. To achieve the purpose, the used of velocity reducing structures are recommended. Many researches have been conducted to identify the effectiveness and economical of velocity reducing structures. Velocity reducing structures is one of the hydraulics structures that reduce high velocity water flow especially at downstream of the spillways. The objective of this study is to determine the performance and effectiveness of velocity reducing structures on the stilling basin through laboratory test. In this study, tests are conducted on cylindrical shape blocks of the velocity reducing structures on the stilling basin. The blocks used in this study have different size and surface roughness, different slope of spillway and different flow rate. The spillway model was erected at the workshop. During the test, the flow depth and velocity are observed before and after the blocks locating on the stilling basin. For concrete blocks size 50×100mm with slope 27˚, the best pattern with a highest percentage reduction in velocity is pattern 3 with 47.03% and for slope 15˚ the percentage reduction in velocity is 50.12%. Based on the results, its shows that the lower slope can increase the percentage of reduction in velocity 2015-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/12244/1/FKASA%20-%20NOR%20FARAHIAH%20IBRAHIM%20%28CD9221%29.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12244/2/FKASA%20-%20NOR%20FARAHIAH%20IBRAHIM%20%28CD9221%29%20-%20CHAP%201.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12244/3/FKASA%20-%20NOR%20FARAHIAH%20IBRAHIM%20%28CD9221%29%20-%20CHAP%203.pdf Nor Farahiah, Ibrahim (2015) The effectiveness of the cylinder block on stilling basin as energy dissipation system. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:92070&theme=UMP2
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
English
English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Nor Farahiah, Ibrahim
The effectiveness of the cylinder block on stilling basin as energy dissipation system
description Flow discharge from a spillway to is due to the force of gravity. Therefore, the steeper the outlet spillway, the magnitude of flow velocity will higher. Consequently of high velocity is able to cause erosion and will damage spillway itself. To overcome these problems, the velocity must be reduced. To achieve the purpose, the used of velocity reducing structures are recommended. Many researches have been conducted to identify the effectiveness and economical of velocity reducing structures. Velocity reducing structures is one of the hydraulics structures that reduce high velocity water flow especially at downstream of the spillways. The objective of this study is to determine the performance and effectiveness of velocity reducing structures on the stilling basin through laboratory test. In this study, tests are conducted on cylindrical shape blocks of the velocity reducing structures on the stilling basin. The blocks used in this study have different size and surface roughness, different slope of spillway and different flow rate. The spillway model was erected at the workshop. During the test, the flow depth and velocity are observed before and after the blocks locating on the stilling basin. For concrete blocks size 50×100mm with slope 27˚, the best pattern with a highest percentage reduction in velocity is pattern 3 with 47.03% and for slope 15˚ the percentage reduction in velocity is 50.12%. Based on the results, its shows that the lower slope can increase the percentage of reduction in velocity
format Undergraduates Project Papers
author Nor Farahiah, Ibrahim
author_facet Nor Farahiah, Ibrahim
author_sort Nor Farahiah, Ibrahim
title The effectiveness of the cylinder block on stilling basin as energy dissipation system
title_short The effectiveness of the cylinder block on stilling basin as energy dissipation system
title_full The effectiveness of the cylinder block on stilling basin as energy dissipation system
title_fullStr The effectiveness of the cylinder block on stilling basin as energy dissipation system
title_full_unstemmed The effectiveness of the cylinder block on stilling basin as energy dissipation system
title_sort effectiveness of the cylinder block on stilling basin as energy dissipation system
publishDate 2015
url http://umpir.ump.edu.my/id/eprint/12244/
http://umpir.ump.edu.my/id/eprint/12244/
http://umpir.ump.edu.my/id/eprint/12244/1/FKASA%20-%20NOR%20FARAHIAH%20IBRAHIM%20%28CD9221%29.pdf
http://umpir.ump.edu.my/id/eprint/12244/2/FKASA%20-%20NOR%20FARAHIAH%20IBRAHIM%20%28CD9221%29%20-%20CHAP%201.pdf
http://umpir.ump.edu.my/id/eprint/12244/3/FKASA%20-%20NOR%20FARAHIAH%20IBRAHIM%20%28CD9221%29%20-%20CHAP%203.pdf
first_indexed 2023-09-18T22:13:42Z
last_indexed 2023-09-18T22:13:42Z
_version_ 1777415196166324224