Nitrous oxide emission and nutrient removal in aerobic granular sludge sequencing batch reactors

Xiangchun Quan, Mingchuan Zhang, Peadar G. Lawlor, Zhifeng Yang, Xinmin Zhan

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

63 Citations (Scopus)

Abstract

Application of aerobic granular sludge into wastewater treatment is promising due to its excellent settling ability and high microbial concentrations. However, its spatial structure could induce incomplete denitrification, leading to generation of nitrous oxide (N2O) - a potent greenhouse gas. Under the temperature of 14 ± 4 °C, three identical laboratory-scale aerobic granular sludge sequencing batch reactors (SBRs) were established to treat synthetic wastewater simulating a mixture of liquid pig manure digestate and municipal wastewater at three aeration rates (0.2, 0.6 and 1.0 L air/min) and three COD:N ratios (1:0.22, 1:0.15 and 1:0.11). The studies show the proportions of N2O emission to the influent nitrogen loading rate at the aeration rates of 0.2, 0.6 and 1.0 L air/min were 8.2%, 6.1% and 3.8% at a COD:N ratio of 1:0.22; 7.0%, 5.1% and 3.5% at a COD:N ratio of 1:0.15; and 4.4%, 2.9% and 2.2% at a COD:N ratio of 1:0.11, respectively. With NO2- as the only nitrogen source in the liquid phase, the specific N2O generation rates via denitrification were 1.7, 1.6 and 1.3 μg N2O/(g SS· min) at the aeration rates of 0.2, 0.6 and 1.0 L air/min, respectively, which were 40.9%, 44.8%, 39.9% higher than those with NO3- as the only nitrogen source, respectively. N2O generation by aerobic granular sludge due to NH4+-N nitrification was not sensitive to the aeration rate, and the average specific N2O generation rate was 0.8 ± 0.02 μg N2O/(g SS· min).

Original languageEnglish
Pages (from-to)4981-4990
Number of pages10
JournalWater Research
Volume46
Issue number16
DOIs
Publication statusPublished - 15 Oct 2012

Keywords

  • Aerobic granular sludge
  • Denitrification
  • Nitrification
  • Nitrous oxide
  • Sequencing batch reactor

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