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...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
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Penerbit UTHM
2018
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| Online Access: | http://eprints.uthm.edu.my/3949/ http://eprints.uthm.edu.my/3949/1/AJ%202018%20%2849%29.pdf |
| _version_ | 1848888154907475968 |
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| 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 |
| building | UTHM Institutional Repository |
| collection | Online Access |
| 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. |
| first_indexed | 2025-11-15T20:05:47Z |
| format | Article |
| id | uthm-3949 |
| institution | Universiti Tun Hussein Onn Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T20:05:47Z |
| publishDate | 2018 |
| publisher | Penerbit UTHM |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | uthm-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 |
| 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 |
| title | 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_short | 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 |
| topic | TC Hydraulic engineering. Ocean engineering TD511-780 Sewage collection and disposal systems. Sewerage |
| url | http://eprints.uthm.edu.my/3949/ http://eprints.uthm.edu.my/3949/ http://eprints.uthm.edu.my/3949/1/AJ%202018%20%2849%29.pdf |