Please use this identifier to cite or link to this item: https://doi.org/10.3390/w9080577
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dc.titleEffectiveness of ABC waters design features for runoff quantity control in Urban Singapore
dc.contributor.authorYau, W.K
dc.contributor.authorRadhakrishnan, M
dc.contributor.authorLiong, S.-Y
dc.contributor.authorZevenbergen, C
dc.contributor.authorPathirana, A
dc.date.accessioned2020-10-20T09:17:46Z
dc.date.available2020-10-20T09:17:46Z
dc.date.issued2017
dc.identifier.citationYau, 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
dc.identifier.issn20734441
dc.identifier.urihttps://scholarbank.nus.edu.sg/handle/10635/178341
dc.description.abstractActive, 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.
dc.rightsAttribution 4.0 International
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/
dc.sourceUnpaywall 20201031
dc.subjectComputer simulation
dc.subjectHydraulic models
dc.subjectStorms
dc.subjectWater management
dc.subjectPerformance enhancements
dc.subjectQuantity control
dc.subjectStorm-water managements
dc.subjectStormwater management model(SWMM)
dc.subjectSuDS
dc.subjectSustainable urban drainage systems
dc.subjectWater quantities
dc.subjectWSUD
dc.subjectRunoff
dc.subjecthydrological modeling
dc.subjectnumerical method
dc.subjectone-dimensional modeling
dc.subjectpeak flow
dc.subjectquantitative analysis
dc.subjectrunoff
dc.subjectsustainable development
dc.subjecturban area
dc.subjecturban drainage
dc.subjectwastewater treatment
dc.subjectwater management
dc.subjectwater quality
dc.subjectSingapore [Southeast Asia]
dc.typeArticle
dc.contributor.departmentTROPICAL MARINE SCIENCE INSTITUTE
dc.description.doi10.3390/w9080577
dc.description.sourcetitleWater (Switzerland)
dc.description.volume9
dc.description.issue8
dc.description.page577
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