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 language | English (Ireland) |
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Pages (from-to) | 313-319 |
Number of pages | 7 |
Journal | Bioresource Technology |
Volume | 93 |
Issue number | 3 |
DOIs | |
Publication status | Published - 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