Please use this identifier to cite or link to this item: https://doi.org/10.3390/w9080577
Title: Effectiveness of ABC waters design features for runoff quantity control in Urban Singapore
Authors: Yau, W.K
Radhakrishnan, M
Liong, S.-Y 
Zevenbergen, C
Pathirana, A
Keywords: Computer simulation
Hydraulic models
Storms
Water management
Performance enhancements
Quantity control
Storm-water managements
Stormwater management model(SWMM)
SuDS
Sustainable urban drainage systems
Water quantities
WSUD
Runoff
hydrological modeling
numerical method
one-dimensional modeling
peak flow
quantitative analysis
runoff
sustainable development
urban area
urban drainage
wastewater treatment
water management
water quality
Singapore [Southeast Asia]
Issue Date: 2017
Citation: Yau, W.K, Radhakrishnan, M, Liong, S.-Y, Zevenbergen, C, Pathirana, A (2017). Effectiveness of ABC waters design features for runoff quantity control in Urban Singapore. Water (Switzerland) 9 (8) : 577. ScholarBank@NUS Repository. https://doi.org/10.3390/w9080577
Rights: Attribution 4.0 International
Abstract: Active, Beautiful, Clean Waters (ABC Waters) design features—natural systems consisting of plants and soil that detain and treat rainwater runoff—comprise a major part of Sustainable urban Drainage Systems (SuDS) in Singapore. Although it is generally accepted that ABC Waters design features are able to detain runoff and reduce peak flow, their effectiveness in doing so has not been studied or documented locally. This research aims to determine their effectiveness in reducing peak flow based on a newly constructed pilot precinct named Waterway Ridges. Four types of ABC Waters features have been integrated holistically within the development, and designed innovatively to allow the precinct to achieve an effective C-value of 0.55 for the 10-year design storm; the precinct-wide integration and implemented design with the aim of substantially reducing peak flow are firsts in Singapore. The study is based on results from an uncalibrated 1D hydraulic model developed using the Storm Water Management Model (SWMM). Identification of key design elements and performance enhancement of the features via optimisation were also studied. Results show that the features are effective in reducing peak flow for the 10-year design storm, by 33%, and allowed the precinct to achieve an effective C-value of 0.60. © 2017 by the authors. Licensee MDPI, Basel, Switzerland.
Source Title: Water (Switzerland)
URI: https://scholarbank.nus.edu.sg/handle/10635/178341
ISSN: 20734441
DOI: 10.3390/w9080577
Rights: Attribution 4.0 International
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