Peak Flow Attenuation Using Dry Pond
The conventional drainage system increases the storm water runoff and produced larger flow discharge at downstream and causing flash flood. This study shows the function and the effectiveness of the BIOECODS that use infiltration engineering, retaining, treatment, and reducing the flow in orde...
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| Format: | Monograph |
| Language: | English |
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Universiti Sains Malaysia
2005
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| Online Access: | http://eprints.usm.my/57402/ http://eprints.usm.my/57402/1/Peak%20Flow%20Attenuation%20Using%20Dry%20Pond_Tengku%20Saiful%20Tengku%20Shariff.pdf |
| _version_ | 1848883613561520128 |
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| author | Tengku Shariff, Tengku Saiful |
| author_facet | Tengku Shariff, Tengku Saiful |
| author_sort | Tengku Shariff, Tengku Saiful |
| building | USM Institutional Repository |
| collection | Online Access |
| description | The conventional drainage system increases the storm water runoff and produced
larger flow discharge at downstream and causing flash flood. This study shows the
function and the effectiveness of the BIOECODS that use infiltration engineering,
retaining, treatment, and reducing the flow in order to attenuate the peak flow as
suggested in Manual Saliran Mesra Alam (MSMA). In other words, this new
method is a new development that is very effective in storm water management
using ‘control at source’ method. This study “Peak Attenuation Using Dry Pond”
has been carried out to determine the effectiveness of dry pond, one of
BIOECODS’s components. Dry pond is calculated in terms of its capability to
retain and drain the storm water. From this study it shows that the dry pond
perform very well in retaining storm water runoff before draining into the storm
water systems, therefore avoiding the occurrence of inundation at the downstream
end. The emptying time for Dry Pond C and Dry Pond G is less than 24 hours. The
infiltration and sieve analysis also performed to show the effectiveness of dry pond
to infiltrate slowly to attenuate the peak flow at downstream. Lastly, hopefully this
study may achieve its objectives. |
| first_indexed | 2025-11-15T18:53:36Z |
| format | Monograph |
| id | usm-57402 |
| institution | Universiti Sains Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T18:53:36Z |
| publishDate | 2005 |
| publisher | Universiti Sains Malaysia |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | usm-574022023-03-17T01:03:02Z http://eprints.usm.my/57402/ Peak Flow Attenuation Using Dry Pond Tengku Shariff, Tengku Saiful T Technology TA Engineering (General). Civil engineering (General) The conventional drainage system increases the storm water runoff and produced larger flow discharge at downstream and causing flash flood. This study shows the function and the effectiveness of the BIOECODS that use infiltration engineering, retaining, treatment, and reducing the flow in order to attenuate the peak flow as suggested in Manual Saliran Mesra Alam (MSMA). In other words, this new method is a new development that is very effective in storm water management using ‘control at source’ method. This study “Peak Attenuation Using Dry Pond” has been carried out to determine the effectiveness of dry pond, one of BIOECODS’s components. Dry pond is calculated in terms of its capability to retain and drain the storm water. From this study it shows that the dry pond perform very well in retaining storm water runoff before draining into the storm water systems, therefore avoiding the occurrence of inundation at the downstream end. The emptying time for Dry Pond C and Dry Pond G is less than 24 hours. The infiltration and sieve analysis also performed to show the effectiveness of dry pond to infiltrate slowly to attenuate the peak flow at downstream. Lastly, hopefully this study may achieve its objectives. Universiti Sains Malaysia 2005-04-01 Monograph NonPeerReviewed application/pdf en http://eprints.usm.my/57402/1/Peak%20Flow%20Attenuation%20Using%20Dry%20Pond_Tengku%20Saiful%20Tengku%20Shariff.pdf Tengku Shariff, Tengku Saiful (2005) Peak Flow Attenuation Using Dry Pond. Project Report. Universiti Sains Malaysia, Pusat Pengajian Kejuruteraan Awam. (Submitted) |
| spellingShingle | T Technology TA Engineering (General). Civil engineering (General) Tengku Shariff, Tengku Saiful Peak Flow Attenuation Using Dry Pond |
| title | Peak Flow Attenuation Using Dry Pond |
| title_full | Peak Flow Attenuation Using Dry Pond |
| title_fullStr | Peak Flow Attenuation Using Dry Pond |
| title_full_unstemmed | Peak Flow Attenuation Using Dry Pond |
| title_short | Peak Flow Attenuation Using Dry Pond |
| title_sort | peak flow attenuation using dry pond |
| topic | T Technology TA Engineering (General). Civil engineering (General) |
| url | http://eprints.usm.my/57402/ http://eprints.usm.my/57402/1/Peak%20Flow%20Attenuation%20Using%20Dry%20Pond_Tengku%20Saiful%20Tengku%20Shariff.pdf |