Optimal Design of Subsurface Conveyance System Based Bio-Ecological Drainage System Simulation

As urbanization grows in size, the problems of flash floods and water pollution are expected to worsen, so viable and cost-effective solutions are essential to reduce the impacts. The Bio-Ecological Drainage System (BIOECODS) was developed to demonstrate the use of ‘control at source’ approaches to...

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Main Authors: Lai, Sai Hin, Chin, Ren Jie, Eugene Soo, Zhen Xiang, Lloyd, Ling, Hamed Benisi, Ghadim
Format: Article
Language:English
Published: Springer Nature 2024
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Online Access:http://ir.unimas.my/id/eprint/44861/1/7-2024.pdf
http://ir.unimas.my/id/eprint/44861/
https://link.springer.com/article/10.1007/s12205-024-1475-8
https://doi.org/10.1007/s12205-024-1475-8
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Institution: Universiti Malaysia Sarawak
Language: English
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spelling my.unimas.ir.448612024-05-27T03:09:31Z http://ir.unimas.my/id/eprint/44861/ Optimal Design of Subsurface Conveyance System Based Bio-Ecological Drainage System Simulation Lai, Sai Hin Chin, Ren Jie Eugene Soo, Zhen Xiang Lloyd, Ling Hamed Benisi, Ghadim TA Engineering (General). Civil engineering (General) As urbanization grows in size, the problems of flash floods and water pollution are expected to worsen, so viable and cost-effective solutions are essential to reduce the impacts. The Bio-Ecological Drainage System (BIOECODS) was developed to demonstrate the use of ‘control at source’ approaches to urban stormwater management. This research attempts to analyse the optimal design of a subsurface conveyance system (modular conduit) that is available in a case study with a BIOECOD project. This modelling exercise uses a novel technique to merge the surface and online subsurface flow. Through the InfoWorks SD software, the BIOECODS model has been calibrated and validated using rainfall events with different intensities, rainfall amounts, and durations. The developed model was then further analysed to obtain the optimum design of online subsurface modular conduit in the BIOECODS project, according to different scenarios. The results show that the subsurface modular conduit in the study area has an optimal size of 0.45 m height and is capable of attenuating peak flow at the downstream outlet by more than 60%. It is expected that the innovative modelling technique and the optimum design of an online subsurface conveyance system can be of interest to the community. Springer Nature 2024 Article PeerReviewed text en http://ir.unimas.my/id/eprint/44861/1/7-2024.pdf Lai, Sai Hin and Chin, Ren Jie and Eugene Soo, Zhen Xiang and Lloyd, Ling and Hamed Benisi, Ghadim (2024) Optimal Design of Subsurface Conveyance System Based Bio-Ecological Drainage System Simulation. KSCE Journal of Civil Engineering, 28. pp. 2564-2570. ISSN 1976-3808 https://link.springer.com/article/10.1007/s12205-024-1475-8 https://doi.org/10.1007/s12205-024-1475-8
institution Universiti Malaysia Sarawak
building Centre for Academic Information Services (CAIS)
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Sarawak
content_source UNIMAS Institutional Repository
url_provider http://ir.unimas.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Lai, Sai Hin
Chin, Ren Jie
Eugene Soo, Zhen Xiang
Lloyd, Ling
Hamed Benisi, Ghadim
Optimal Design of Subsurface Conveyance System Based Bio-Ecological Drainage System Simulation
description As urbanization grows in size, the problems of flash floods and water pollution are expected to worsen, so viable and cost-effective solutions are essential to reduce the impacts. The Bio-Ecological Drainage System (BIOECODS) was developed to demonstrate the use of ‘control at source’ approaches to urban stormwater management. This research attempts to analyse the optimal design of a subsurface conveyance system (modular conduit) that is available in a case study with a BIOECOD project. This modelling exercise uses a novel technique to merge the surface and online subsurface flow. Through the InfoWorks SD software, the BIOECODS model has been calibrated and validated using rainfall events with different intensities, rainfall amounts, and durations. The developed model was then further analysed to obtain the optimum design of online subsurface modular conduit in the BIOECODS project, according to different scenarios. The results show that the subsurface modular conduit in the study area has an optimal size of 0.45 m height and is capable of attenuating peak flow at the downstream outlet by more than 60%. It is expected that the innovative modelling technique and the optimum design of an online subsurface conveyance system can be of interest to the community.
format Article
author Lai, Sai Hin
Chin, Ren Jie
Eugene Soo, Zhen Xiang
Lloyd, Ling
Hamed Benisi, Ghadim
author_facet Lai, Sai Hin
Chin, Ren Jie
Eugene Soo, Zhen Xiang
Lloyd, Ling
Hamed Benisi, Ghadim
author_sort Lai, Sai Hin
title Optimal Design of Subsurface Conveyance System Based Bio-Ecological Drainage System Simulation
title_short Optimal Design of Subsurface Conveyance System Based Bio-Ecological Drainage System Simulation
title_full Optimal Design of Subsurface Conveyance System Based Bio-Ecological Drainage System Simulation
title_fullStr Optimal Design of Subsurface Conveyance System Based Bio-Ecological Drainage System Simulation
title_full_unstemmed Optimal Design of Subsurface Conveyance System Based Bio-Ecological Drainage System Simulation
title_sort optimal design of subsurface conveyance system based bio-ecological drainage system simulation
publisher Springer Nature
publishDate 2024
url http://ir.unimas.my/id/eprint/44861/1/7-2024.pdf
http://ir.unimas.my/id/eprint/44861/
https://link.springer.com/article/10.1007/s12205-024-1475-8
https://doi.org/10.1007/s12205-024-1475-8
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