Publication:
Treatment of bleaching effluent in sequential activated sludge and nitrification systems

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dc.date.accessioned2026-01-24T14:48:46Z
dc.date.issued1999-01-01
dc.description.abstractDechlorination and degradation mechanisms of bleaching effluent were studied in a sequential activated sludge and nitrification reactor. Effect of bleaching effluent on dechlorination performances was examined at various organic loading rates in the system. Released inorganic chlorine (ICl) was increased from 4.5 to 8.5 mg/l in the first stage activated sludge reactor while it was decreased from 10 to 2.5 mg/l in the subsequent nitrification reactor. Removal efficiencies of AOX were found as 15-33% and 5-25% in the activated sludge and the nitrification reactor respectively. TOC removal efficiencies achieved were 67-85% in the activated sludge reactor. The removal efficiency of NH4 achieved 94-98% in the nitrification reactor.
dc.description.urihttps://doi.org/10.1016/s0273-1223(99)00394-7
dc.description.urihttps://dx.doi.org/10.1016/s0273-1223(99)00394-7
dc.identifier.doi10.1016/s0273-1223(99)00394-7
dc.identifier.issn0273-1223
dc.identifier.openairedoi_dedup___::085cecff353c5bfed070cbc36448f540
dc.identifier.urihttps://hdl.handle.net/11527/33826
dc.identifier.volume40
dc.language.isoeng
dc.publisherIWA Publishing
dc.relation.ispartofWater Science and Technology
dc.rightsOPEN
dc.sdg.typeGoal 11: Sustainable Cities and Communities
dc.sdg.typeGoal 6: Clean Water and Sanitation
dc.sdg.typeGoal 12: Responsible Consumption and Production
dc.titleTreatment of bleaching effluent in sequential activated sludge and nitrification systems
dc.typeArticle
dspace.entity.typePublication

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