The effectiveness of on-site detention for water quantity control in taman ilmu using stormwater management model (swmm)
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Date
2018-06
Authors
Tan, Zi Guan
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Abstract
Rapid urbanisation causes the risk of flood to increase due to large impervious
surface area. On-site detention is introduced as a flood mitigation in this study. The
objectives of the study are to model Taman Ilmu drainage system using Stormwater
Management Model and to evaluate the effectiveness of on-site detention. On-site
detention is one of stormwater management device which detained the runoff to reduce
the peak discharges and delay the flood. Stormwater Management Model is a widely
used program for planning, analysis and design related to drainage systems of runoff
quantity and quality in urban areas. Taman Ilmu is chosen as a study area because it is
located beside the Kerian River which has the risk of flood occurring due to monsoon
rain incorporate with rising tide. Over this study, 1 hour storm duration is used for design
rainfall intensity and 79.03 mm/hr for 10 year ARI is calculated. After installation of
OSD in each sub-catchment, the range of flow attenuation is from 22.5% to 89.2% due
to different impervious area and volume of OSD. The results show that 48% attenuation
of peak discharge from 2.189 m3/s to 1.137 m3/s at outlet of Taman Ilmu. The location
and number are factors that can affect the effectiveness of OSD. Location of OSD at
upstream area more effective than downstream. The number of OSD increase, the flow
attenuation increase but the cost of installation and maintenance increase as well.