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dc.contributor.authorBolton, KGE
dc.contributor.authorGreenway, M
dc.date.accessioned2020-03-13T06:03:15Z
dc.date.available2020-03-13T06:03:15Z
dc.date.issued1999
dc.identifier.issn0273-1223
dc.identifier.doi10.2166/wst.1999.0298
dc.identifier.urihttp://hdl.handle.net/10072/122091
dc.description.abstractThis paper investigates the potential for constructed Melaleuca wetlands to provide buffering for sewage spills. The experimental site was a 4.5 m × 32 m surface flow constructed wetland planted with the tree species M. quinquenervia and M. alternifolia. Primary settled sewage was discharged into the wetland at flow rates of 300 and 600 lh−1, and the concentrations of commonly measured sewage pollutants were monitored at the inlet, middle, and outlet. The constructed wetland was an excellent sediment trap, with TSS removals of up to 98%. BOD5 and turbidity had correspondingly high removals of up to 93% and 97% respectively. At both flow rates there were was 100% reduction in faecal coliform. Nitrogen removal was dependent on the flow rate, with removals of 84% and 58% at 300 and 600 lh−1 respectively. Organic P removal was high, however the wetland system was a source of PO4-P. A conceptual model is presented for a constructed Melaleuca wetland designed for tea tree oil production, effluent polishing and emergency buffering for sewage spills.
dc.description.peerreviewedYes
dc.languageEnglish
dc.language.isoeng
dc.publisherPergamon-Elsevier Science LTD
dc.publisher.placeUK
dc.relation.ispartofpagefrom199
dc.relation.ispartofpageto206
dc.relation.ispartofissue6
dc.relation.ispartofjournalWater Science and Technology
dc.relation.ispartofvolume39
dc.titlePollutant removal capability of a constructed Melaleuca wetland receiving primary settled sewage
dc.typeJournal article
dc.type.descriptionC1 - Articles
dc.type.codeC - Journal Articles
gro.facultyAn Unassigned Group, An Unassigned Department
gro.hasfulltextNo Full Text
gro.griffith.authorGreenway, Margaret
gro.griffith.authorBolton, Keith


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