Testing the Concept of Mitigating Overflowing Urban Drain with Permeable Road

Mah, D.Y.S. and Bustami, R. and Putuhena, F.J. and Dianty, M.A. (2020) Testing the Concept of Mitigating Overflowing Urban Drain with Permeable Road. International Journal of Advanced Trends in Computer Science and Engineering, 9 (5). pp. 7878-7882. ISSN 2278-3091

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Abstract

This study describes a new idea of allowing the overflowing urban drains that cause flash flooding to be connected to a permeable road structure beside the drain. The permeable road with water storage/convey structure could soak up the spill-over waters from drains. In this regard, the Storm Water Management Model (SWMM) was utilized to assist the investigation by simulating a historical flood event with a total rainfall of 324 mm over 5200 m2 of commercial area. It was expected to generate 1685 m3 of surface runoff. The model provided an insight that reducing the flood event’s peak discharge by half would require to have a spill-over space of 640 m3 in the permeable road with a surface area of 1600 m2 and a depth of 0.40 m. This allowed a guide to the selection of suitable products to construct the permeable road.

Item Type: Article
Uncontrolled Keywords: Drain, Flood, Road, Runoff reduction, Stormwaterdetention, Sustainable development, unimas, university, universiti, Borneo, Malaysia, Sarawak, Kuching, Samarahan, ipta, education, research, Universiti Malaysia Sarawak
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Academic Faculties, Institutes and Centres > Faculty of Engineering
Depositing User: Seng
Date Deposited: 20 Oct 2020 03:46
Last Modified: 20 Oct 2020 03:46
URI: http://ir.unimas.my/id/eprint/32210

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