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dc.contributor.authorZiolko, D-
dc.contributor.authorHala, D-
dc.contributor.authorLester, JN-
dc.contributor.authorScrimshaw, MD-
dc.date.accessioned2014-08-13T10:55:25Z-
dc.date.available2014-08-13T10:55:25Z-
dc.date.issued2009-
dc.identifier.citationScience of the Total Environment, 407(24), 6235 - 6241, 2009en_US
dc.identifier.issn0048-9697-
dc.identifier.urihttp://www.sciencedirect.com/science/article/pii/S004896970900816Xen
dc.identifier.urihttp://bura.brunel.ac.uk/handle/2438/8878-
dc.descriptionThis is the post-print version of the final paper published in Science of the Total Environment. The published article is available from the link below. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. Copyright @ 2009 Elsevier B.V.en_US
dc.description.abstractEight different sewage treatment works were sampled in the North West of England. The effectiveness of the conventional treatment processes (primary sedimentation and biological trickling filters) as well as various tertiary treatment units in terms of both total and dissolved copper removal was evaluated. The removal of total copper across primary sedimentation averaged 53% and were relatively consistent at all sites, however, at three sites the removal of dissolved copper also occurred at this stage of treatment. Removal of total copper by the biological trickling filters averaged 49%, however, substantial dissolution of copper occurred at two sites, which highlighted the unpredictability of this treatment process in the removal of dissolved copper. Copper removal during tertiary treatment varied considerably even for the same treatment processes installed at different sites, primarily due to the variability of insoluble copper removal, with little effect on copper in the dissolved form being observed. The proportion of dissolved copper increased significantly during treatment, from an average of 22% in crude sewages to 55% in the final effluents. There may be the potential to optimise existing, conventional treatment processes (primary or biological treatment) to enhance dissolved copper removal, possibly reducing the requirement for installing any tertiary processes specifically for the removal of copper.en_US
dc.description.sponsorshipUnited Utilities PLCen_US
dc.languageEnglish-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.subjectCopperen_US
dc.subjectSewageen_US
dc.subjectRemoval efficiencyen_US
dc.subjectMass balanceen_US
dc.subjectPrimary treatmenten_US
dc.subjectTrickling filtersen_US
dc.titleThe effectiveness of conventional trickling filter treatment plants at reducing concentrations of copper in wastewatersen_US
dc.typeArticleen_US
dc.identifier.doihttp://dx.doi.org/10.1016/j.scitotenv.2009.08.047-
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Institute for the Environment

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