Determination of the optimal aeration for nitrogen removal in biochar-amended aerated vertical flow constructed wetlands

Bioresour Technol. 2018 Aug:261:461-464. doi: 10.1016/j.biortech.2018.04.028. Epub 2018 Apr 10.

Abstract

Nitrogen removal in vertical flow constructed wetlands (VFCWs) is still a key problem especially for treating low C/N wastewaters. In this study, nitrogen removal and nitrous oxide (N2O) emission in biochar-amended aerated VFCWs were evaluated under the varying intermittent aeration (different aeration times and aeration rates). The results indicated that the optimal aeration time and rate were 2 h d-1 and 0.6 L min-1, which could create alternant of aerobic and anaerobic conditions for the simultaneous nitrification and denitrification in VFCWs. Much higher removal efficiency of COD (95.9%), NH4+-N (96.6%), and TN (74.7%) was achieved under the optimal conditions, and moderate N2O emission (282 μg m-2·h-1) was observed simultaneously. The results can be used to select the optimal aeration in the further design and application of biochar-amended aerated CW treatments.

Keywords: Biochar; Constructed wetlands; Intermittent aeration; Nitrogen removal; Nitrous oxide.

MeSH terms

  • Biological Oxygen Demand Analysis
  • Charcoal
  • Denitrification
  • Nitrogen / metabolism*
  • Wetlands*

Substances

  • biochar
  • Charcoal
  • Nitrogen