Flood flow reduction via optimization of outlet control structure at Setapak Jaya pond

Flooding has been one of the most costly disasters in terms of both property damage and human casualties. Floods cannot be fully controlled if the storage ponds constructed without the outlet control structure. Storage ponds are required to store water during rainy season to control flood. It is can...

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Main Author: Rawi, Nor Hayati
Format: Thesis
Language:English
Published: 2015
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Online Access:http://eprints.utm.my/id/eprint/53837/1/NorHayatiRawiMFKA2015.pdf
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spelling my.utm.538372020-09-07T02:17:59Z http://eprints.utm.my/id/eprint/53837/ Flood flow reduction via optimization of outlet control structure at Setapak Jaya pond Rawi, Nor Hayati TA Engineering (General). Civil engineering (General) Flooding has been one of the most costly disasters in terms of both property damage and human casualties. Floods cannot be fully controlled if the storage ponds constructed without the outlet control structure. Storage ponds are required to store water during rainy season to control flood. It is can reduce the peak volume of runoff from a catchment which can reduce the frequency and extent of downstream flooding. The main objective of the study is to analyse the flood flow reduction trough outlet control structure geometry optimization at difference scenario using Infoworks ICM model. This case study is conducted at Setapak Jaya Pond which is one of the upstream Sungai Bunus tributaries. There are six scenario combination of 3 number orifices and broad crested weir to identify the lowest peak flow to control the discharge water from Setapak Jaya catchment. Scenario 5 and scenario 3 is the best solution for low flow and scenario 2 for high flow. The result for scenario 5 is 4.559m3/s which the water was discharge trough overflow broad crested weir and closed all the existing orifices with the control gate valve. Outflow for scenario 3 is 9.797m3/s which the water discharge through 2 numbers orifice and rubber dam at 1.5m high mounted on the board crested weir. Scenario 2 is the best flow rates attenuation for 10 ARI is 14.77m3/s ,20 ARI is 21.80m3/s ,50 ARI is 32.90m3/s and 100 year ARI is 42.19m3/s. It was achieved using a combination of 3 nos orifice pipe discharge outlet of 1.0m and an inflatable rubber dam place at various high above the water level. Therefore, scenario 2 is the best solution for Setapak Jaya pond. 2015-06 Thesis NonPeerReviewed application/pdf en http://eprints.utm.my/id/eprint/53837/1/NorHayatiRawiMFKA2015.pdf Rawi, Nor Hayati (2015) Flood flow reduction via optimization of outlet control structure at Setapak Jaya pond. Masters thesis, Universiti Teknologi Malaysia, Faculty of Civil Engineering. http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:86673
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Rawi, Nor Hayati
Flood flow reduction via optimization of outlet control structure at Setapak Jaya pond
description Flooding has been one of the most costly disasters in terms of both property damage and human casualties. Floods cannot be fully controlled if the storage ponds constructed without the outlet control structure. Storage ponds are required to store water during rainy season to control flood. It is can reduce the peak volume of runoff from a catchment which can reduce the frequency and extent of downstream flooding. The main objective of the study is to analyse the flood flow reduction trough outlet control structure geometry optimization at difference scenario using Infoworks ICM model. This case study is conducted at Setapak Jaya Pond which is one of the upstream Sungai Bunus tributaries. There are six scenario combination of 3 number orifices and broad crested weir to identify the lowest peak flow to control the discharge water from Setapak Jaya catchment. Scenario 5 and scenario 3 is the best solution for low flow and scenario 2 for high flow. The result for scenario 5 is 4.559m3/s which the water was discharge trough overflow broad crested weir and closed all the existing orifices with the control gate valve. Outflow for scenario 3 is 9.797m3/s which the water discharge through 2 numbers orifice and rubber dam at 1.5m high mounted on the board crested weir. Scenario 2 is the best flow rates attenuation for 10 ARI is 14.77m3/s ,20 ARI is 21.80m3/s ,50 ARI is 32.90m3/s and 100 year ARI is 42.19m3/s. It was achieved using a combination of 3 nos orifice pipe discharge outlet of 1.0m and an inflatable rubber dam place at various high above the water level. Therefore, scenario 2 is the best solution for Setapak Jaya pond.
format Thesis
author Rawi, Nor Hayati
author_facet Rawi, Nor Hayati
author_sort Rawi, Nor Hayati
title Flood flow reduction via optimization of outlet control structure at Setapak Jaya pond
title_short Flood flow reduction via optimization of outlet control structure at Setapak Jaya pond
title_full Flood flow reduction via optimization of outlet control structure at Setapak Jaya pond
title_fullStr Flood flow reduction via optimization of outlet control structure at Setapak Jaya pond
title_full_unstemmed Flood flow reduction via optimization of outlet control structure at Setapak Jaya pond
title_sort flood flow reduction via optimization of outlet control structure at setapak jaya pond
publishDate 2015
url http://eprints.utm.my/id/eprint/53837/1/NorHayatiRawiMFKA2015.pdf
http://eprints.utm.my/id/eprint/53837/
http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:86673
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score 13.211869