Biological nitrogen removal using a vertically moving biofilm system

Xinmin Zhan, Michael Rodgers

Research output: Contribution to a Journal (Peer & Non Peer)Articlepeer-review

29 Citations (Scopus)

Abstract

In this study, a biological nitro en removal process using a vertically moving biofilm system was used to treat synthetic wastewater. The process consisted of two pre-denitrification units, one combined carbonaceous removal nitrification unit and three nitrification units. Each unit employed biofilm growth on a plastic module. In the anoxic units, the modules were vertically moved, while always submerged. in the bulk fluid; in the aerobic units, they were moved vertically up into the air and down into the wastewater. Three small-scale experiments, having different recirculation ratios and influent loadings, were conducted at a controlled temperature of 11degreesC. In this system, the carbonaceous removal efficiency was in the range of 94-96% and the total nitrogen removal efficiency was 77-82%. In the anoxic units, the denitrification efficiency was 94-98% and the real denitrification rates, based on the surface area of the biofilm modules, were 2.9-3.8 g NO3-N (m(2) (.) d). The nitrification efficiency occurring in the aerobic tanks was up to 95% and the maximum areal ammonium removal rates were 1.3-1.8 g NH4-N (m(2) (.) d). (C) 2003 Elsevier Ltd. All rights reserved.
Original languageEnglish (Ireland)
Pages (from-to)313-319
Number of pages7
JournalBioresource Technology
Volume93
Issue number3
DOIs
Publication statusPublished - 1 Jul 2004

Keywords

  • Biological nitrogen removal (BNR)
  • Denitrification
  • Nitrification
  • Vertically moving biofilm system
  • Wastewater treatment

Authors (Note for portal: view the doc link for the full list of authors)

  • Authors
  • Rodgers, M,Zhan, XM

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