Nitrous oxide generation in full-scale biological nutrient removal wastewater treatment plants

被引:338
作者
Foley, Jeffrey [1 ]
de Haas, David [1 ]
Yuan, Zhiguo [1 ]
Lant, Paul [1 ]
机构
[1] Univ Queensland, Adv Water Management Ctr, St Lucia, Qld 4072, Australia
关键词
Nitrous oxide; Nitrite; Mass balance; Mass transfer; Greenhouse gas; Biological nutrient removal; FILAMENTOUS ORGANISM BULKING; DIFFUSED AERATION SYSTEMS; ACTIVATED-SLUDGE SYSTEMS; NITROSOMONAS-EUROPAEA; N2O PRODUCTION; MASS-TRANSFER; NITRIFIER DENITRIFICATION; INTERMITTENT AERATION; OXYGEN-TRANSFER; NITRIFICATION;
D O I
10.1016/j.watres.2009.10.033
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
International guidance for estimating emissions of the greenhouse gas, nitrous oxide (N(2)O), from biological nutrient removal (BNR) wastewater systems is presently inadequate. This study has adopted a rigorous mass balance approach to provide comprehensive N(2)O emission and formation results from seven full-scale BNR wastewater treatment plants (WWTP). N(2)O formation was shown to be always positive, yet highly variable across the seven plants. The calculated range of N(2)O generation was 0.006-0.253 kgN(2)O-N per kgN denitrified (average: 0.035 +/- 0.027). This paper investigated the possible mechanisms of N(2)O formation, rather than the locality of emissions. Higher N(2)O generation was shown to generally correspond with higher nitrite concentrations, but with many competing and parallel nitrogen transformation reactions occurring, it was very difficult to clearly identify the predominant mechanism of N(2)O production. The WWTPs designed and operated for low effluent TN (i.e. <10 mgN L(-1)) had lower and less variable N(2)O generation factors than plants that only achieved partial denitrification. (c) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:831 / 844
页数:14
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