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Please use this identifier to cite or link to this item: http://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/21057
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dc.contributor.authorGoonetilleke, Ashantha-
dc.date.accessioned2026-04-21T06:29:20Z-
dc.date.available2026-04-21T06:29:20Z-
dc.date.issued2012-
dc.identifier.urihttps://search.informit.org/doi/10.3316/informit.953347157594749-
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/21057-
dc.description.abstractConstructed wetlands are a common structural treatment measure employed to remove stormwater pollutants and forms an important part of the Water Sensitive Urban Design (WSUD) treatment suite. In a constructed wetland, a range of processes such as settling, filtration, adsorption, and biological uptake play a role in stormwater treatment. Occurrence and effectiveness of these processes are variable and influenced by hydraulic, chemical and biological factors. The influence of hydraulic factors on treatment processes are of particular concern. This paper presents outcomes of a comprehensive study undertaken to define the treatment performance of a constructed wetland highlighting the influence of hydraulic factors. The study included field monitoring of a well established constructed wetland for quantity and quality factors, development of a conceptual hydraulic model to simulate water movement within the wetland and multivariate analysis of quantity and quality data to investigate correlations and to define linkages between treatment performance and influential hydraulic factors. Total Suspended Solids (TSS), Total Nitrogen (TN) and Total Phosphorus (TP) concentrations formed the primary pollutant parameters investigated in the data analysis. The outcomes of the analysis revealed significant reduction in event mean concentrations of all three pollutants species. Treatment performance of the wetland was significantly different for storm events above and below the prescribed design event. For events below design event, TSS and TN load reduction was comparatively high and strongly influenced by high retention time. For events above design event, TP load reduction was comparatively high and was found to be influenced by the characteristics of TP wash-off from catchment surfaces.en_US
dc.language.isoenen_US
dc.publisherRMIT Publishingen_US
dc.subjectCivil engineeringen_US
dc.subjectConstructed wetlandsen_US
dc.subjectStormwater treatment performanceen_US
dc.subjectWater sensitive urban design (WSUD)en_US
dc.subjectHydraulic factors Influenceen_US
dc.titleUnderstanding treatment characteristics of constructed stormwater wetlandsen_US
dc.typeBook chapteren_US
Appears in Collections:Department of Civil Engineering

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