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Analysis of the effectiveness of existing pond to accommodate storm water runoff in UTHM

Rapid development within UTHM campus has changed the existing earth surface from pervious to impervious layer thus increasing the surface runoff. This study describe the application of XP SWMM software in determining the effectiveness of existing pond to accommodate the increase of storm water runof...

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Main Authors: Mohd Yusoff, Mohd Azlan, Mohd Bukhari, Saifullizan, Adnan, Mohd Shalahuddin
Format: Article
Language:English
Published: Penerbit UTHM 2018
Subjects:
TC Hydraulic engineering. Ocean engineering
TD511-780 Sewage collection and disposal systems. Sewerage
Online Access:http://eprints.uthm.edu.my/3949/1/AJ%202018%20%2849%29.pdf
http://eprints.uthm.edu.my/3949/
https://doi.org/10.30880/ijie.2018.10.02.030
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spelling my.uthm.eprints.39492021-11-22T07:33:11Z http://eprints.uthm.edu.my/3949/ Analysis of the effectiveness of existing pond to accommodate storm water runoff in UTHM Mohd Yusoff, Mohd Azlan Mohd Bukhari, Saifullizan Adnan, Mohd Shalahuddin TC Hydraulic engineering. Ocean engineering TD511-780 Sewage collection and disposal systems. Sewerage Rapid development within UTHM campus has changed the existing earth surface from pervious to impervious layer thus increasing the surface runoff. This study describe the application of XP SWMM software in determining the effectiveness of existing pond to accommodate the increase of storm water runoff based on designated rainfall event. Through this approach, the past studies, related journals, and Storm-water Management Manual (SWMM) are used as a reference for this study. Land and hydrographic survey is carried out in order to determine pond profile. The selected study principle using XPSWMM software is based on Rational Method as the catchment area is less than 80 ha and Manning Equation. The existing pond is designed to receive storm water runoff from two different catchments which are area around University Health Centre (PKU) and area starting from Centre for Diploma Studies (PPD) until Information Technology Centre (PTM). The input rainfall data is for 10 years rainfall event (2006-2016). It was found that there are no overflow from the pond, thus the volume for the pond (12356.39m^3) is effective to accommodate increasing storm water runoff from both catchment area. Penerbit UTHM 2018 Article PeerReviewed text en http://eprints.uthm.edu.my/3949/1/AJ%202018%20%2849%29.pdf Mohd Yusoff, Mohd Azlan and Mohd Bukhari, Saifullizan and Adnan, Mohd Shalahuddin (2018) Analysis of the effectiveness of existing pond to accommodate storm water runoff in UTHM. International Journal of Integrated Engineering, 10 (2). pp. 158-161. ISSN 2229-838X https://doi.org/10.30880/ijie.2018.10.02.030
institution Universiti Tun Hussein Onn Malaysia
building UTHM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tun Hussein Onn Malaysia
content_source UTHM Institutional Repository
url_provider http://eprints.uthm.edu.my/
language English
topic TC Hydraulic engineering. Ocean engineering
TD511-780 Sewage collection and disposal systems. Sewerage
spellingShingle TC Hydraulic engineering. Ocean engineering
TD511-780 Sewage collection and disposal systems. Sewerage
Mohd Yusoff, Mohd Azlan
Mohd Bukhari, Saifullizan
Adnan, Mohd Shalahuddin
Analysis of the effectiveness of existing pond to accommodate storm water runoff in UTHM
description Rapid development within UTHM campus has changed the existing earth surface from pervious to impervious layer thus increasing the surface runoff. This study describe the application of XP SWMM software in determining the effectiveness of existing pond to accommodate the increase of storm water runoff based on designated rainfall event. Through this approach, the past studies, related journals, and Storm-water Management Manual (SWMM) are used as a reference for this study. Land and hydrographic survey is carried out in order to determine pond profile. The selected study principle using XPSWMM software is based on Rational Method as the catchment area is less than 80 ha and Manning Equation. The existing pond is designed to receive storm water runoff from two different catchments which are area around University Health Centre (PKU) and area starting from Centre for Diploma Studies (PPD) until Information Technology Centre (PTM). The input rainfall data is for 10 years rainfall event (2006-2016). It was found that there are no overflow from the pond, thus the volume for the pond (12356.39m^3) is effective to accommodate increasing storm water runoff from both catchment area.
format Article
author Mohd Yusoff, Mohd Azlan
Mohd Bukhari, Saifullizan
Adnan, Mohd Shalahuddin
author_facet Mohd Yusoff, Mohd Azlan
Mohd Bukhari, Saifullizan
Adnan, Mohd Shalahuddin
author_sort Mohd Yusoff, Mohd Azlan
title Analysis of the effectiveness of existing pond to accommodate storm water runoff in UTHM
title_short Analysis of the effectiveness of existing pond to accommodate storm water runoff in UTHM
title_full Analysis of the effectiveness of existing pond to accommodate storm water runoff in UTHM
title_fullStr Analysis of the effectiveness of existing pond to accommodate storm water runoff in UTHM
title_full_unstemmed Analysis of the effectiveness of existing pond to accommodate storm water runoff in UTHM
title_sort analysis of the effectiveness of existing pond to accommodate storm water runoff in uthm
publisher Penerbit UTHM
publishDate 2018
url http://eprints.uthm.edu.my/3949/1/AJ%202018%20%2849%29.pdf
http://eprints.uthm.edu.my/3949/
https://doi.org/10.30880/ijie.2018.10.02.030
_version_ 1738581186788196352
score 13.211869

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