1. [N 2 O Generation, Key Influencing Factors, and Emission Reduction Strategies of A 2 O Process in Municipal Wastewater Treatment Plant].
- Author
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Huang SQ, Liu XH, Cao XY, Lü JK, and Huang CD
- Subjects
- Denitrification, Anaerobiosis, Air Pollutants analysis, Aerobiosis, Bioreactors microbiology, Seasons, Greenhouse Gases analysis, Nitrous Oxide analysis, Waste Disposal, Fluid methods, Wastewater chemistry, Cities
- Abstract
To achieve non-carbon dioxide greenhouse gas emission reduction and control in municipal wastewater treatment plants (WWTPs), this study conducted one-year long-term monitoring of nitrous oxide (N
2 O) in the anaerobic-anoxic-aerobic (A2 O) process of a large-scale municipal wastewater treatment plant in Beijing. The experimental results showed that the anaerobic and anoxic zones of the A2 O process could effectively remove dissolved N2 O contained in the return sludge, while the aerobic zone was the main area for N2 O generation and emission, and its generation pathway may have been dominated by ammonia oxidizing bacteria (AOB) denitrification. A significant difference was observed between winter and summer N2 O production, and the difference in the average N2 O release flux was up to 7.6 times, and the average monthly N2 O emission in winter was 32.75 kg, which was significantly higher than that in summer (6.06 kg). The accumulation of nitrite (NO2 - -N) and the concentration of dissolved oxygen (DO) had a significant impact on N2 O production. Therefore, to achieve N2 O reduction in the A2 O process, the concentration of NO2 - -N in the aerobic zone should be controlled below 0.40 mg·L-1 in winter and 0.10 mg·L-1 in summer, while the DO concentration should be maintained above 1.2 mg·L-1 .- Published
- 2025
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