Examining the impacts of individual lot stormwater detention in a housing estate

This paper describes the Storm Water Management Model (SWMM) simulations of three individual lot stormwater detention systems under the car porches of houses. These three systems consist of ready-made modular units presumably fitted under 49 m2 car porches of 204 double-story terrace houses. The 37,...

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Published in:Asia-Pacific Journal of Science and Technology
Main Author: Mah D.Y.S.; Ngu J.O.K.; Caroline P.D.; Malek M.A.
Format: Article
Language:English
Published: Khon Kaen University,Research and Technology Transfer Affairs Division 2022
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85124769180&doi=10.14456%2fapst.2022.14&partnerID=40&md5=becfd1cd0d24c22b417a8665c859aa40
id 2-s2.0-85124769180
spelling 2-s2.0-85124769180
Mah D.Y.S.; Ngu J.O.K.; Caroline P.D.; Malek M.A.
Examining the impacts of individual lot stormwater detention in a housing estate
2022
Asia-Pacific Journal of Science and Technology
27
1
10.14456/apst.2022.14
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85124769180&doi=10.14456%2fapst.2022.14&partnerID=40&md5=becfd1cd0d24c22b417a8665c859aa40
This paper describes the Storm Water Management Model (SWMM) simulations of three individual lot stormwater detention systems under the car porches of houses. These three systems consist of ready-made modular units presumably fitted under 49 m2 car porches of 204 double-story terrace houses. The 37,032 m2 housing estate is calculated to have 75% of land covered with houses, 25% with roads and other infrastructures. The housing estate was subjected to 5-minute, 10-year Average Recurrent Interval (ARI) short-duration design rainfall. The model predicted that all three systems could reduce the peak runoff at outfall from 2.79 to 0.38 m3/s. It indicated that any of the system could cause 86% reduction of the runoff for the whole housing estate. In order to differentiate the performance of the three systems, the housing lot was further investigated. When Type 1 system (1.15 m high with 49 m3 per lot) was analysed by the SWMM model, only 8% of its storage volume was filled that highlights an over design. Type 2 system (0.3 m high with 6 m3 per lot) modelled at 84% while Type 3 system (0.3 m high with 9 m3 per lot), at 54%. The difference in heights between the systems explained the low percentage of filling for the Type 1 system. Comparing Type 2 and Type 3, concrete structure within Type 3 had only half of its volume filled. In this light, the Type 2 system made of polyethylene pieces was found the most efficient in lowering post-development peak runoff. © 2022, Khon Kaen University,Research and Technology Transfer Affairs Division. All rights reserved.
Khon Kaen University,Research and Technology Transfer Affairs Division
25396293
English
Article

author Mah D.Y.S.; Ngu J.O.K.; Caroline P.D.; Malek M.A.
spellingShingle Mah D.Y.S.; Ngu J.O.K.; Caroline P.D.; Malek M.A.
Examining the impacts of individual lot stormwater detention in a housing estate
author_facet Mah D.Y.S.; Ngu J.O.K.; Caroline P.D.; Malek M.A.
author_sort Mah D.Y.S.; Ngu J.O.K.; Caroline P.D.; Malek M.A.
title Examining the impacts of individual lot stormwater detention in a housing estate
title_short Examining the impacts of individual lot stormwater detention in a housing estate
title_full Examining the impacts of individual lot stormwater detention in a housing estate
title_fullStr Examining the impacts of individual lot stormwater detention in a housing estate
title_full_unstemmed Examining the impacts of individual lot stormwater detention in a housing estate
title_sort Examining the impacts of individual lot stormwater detention in a housing estate
publishDate 2022
container_title Asia-Pacific Journal of Science and Technology
container_volume 27
container_issue 1
doi_str_mv 10.14456/apst.2022.14
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85124769180&doi=10.14456%2fapst.2022.14&partnerID=40&md5=becfd1cd0d24c22b417a8665c859aa40
description This paper describes the Storm Water Management Model (SWMM) simulations of three individual lot stormwater detention systems under the car porches of houses. These three systems consist of ready-made modular units presumably fitted under 49 m2 car porches of 204 double-story terrace houses. The 37,032 m2 housing estate is calculated to have 75% of land covered with houses, 25% with roads and other infrastructures. The housing estate was subjected to 5-minute, 10-year Average Recurrent Interval (ARI) short-duration design rainfall. The model predicted that all three systems could reduce the peak runoff at outfall from 2.79 to 0.38 m3/s. It indicated that any of the system could cause 86% reduction of the runoff for the whole housing estate. In order to differentiate the performance of the three systems, the housing lot was further investigated. When Type 1 system (1.15 m high with 49 m3 per lot) was analysed by the SWMM model, only 8% of its storage volume was filled that highlights an over design. Type 2 system (0.3 m high with 6 m3 per lot) modelled at 84% while Type 3 system (0.3 m high with 9 m3 per lot), at 54%. The difference in heights between the systems explained the low percentage of filling for the Type 1 system. Comparing Type 2 and Type 3, concrete structure within Type 3 had only half of its volume filled. In this light, the Type 2 system made of polyethylene pieces was found the most efficient in lowering post-development peak runoff. © 2022, Khon Kaen University,Research and Technology Transfer Affairs Division. All rights reserved.
publisher Khon Kaen University,Research and Technology Transfer Affairs Division
issn 25396293
language English
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