Advanced Water Management Centre (AWMC), The University of Queensland, St Lucia, Queensland 4072, Australia.
Philos Trans R Soc Lond B Biol Sci. 2012 May 5;367(1593):1265-77. doi: 10.1098/rstb.2011.0317.
Nitrous oxide (N(2)O) emissions from wastewater treatment plants vary substantially between plants, ranging from negligible to substantial (a few per cent of the total nitrogen load), probably because of different designs and operational conditions. In general, plants that achieve high levels of nitrogen removal emit less N(2)O, indicating that no compromise is required between high water quality and lower N(2)O emissions. N(2)O emissions primarily occur in aerated zones/compartments/periods owing to active stripping, and ammonia-oxidizing bacteria, rather than heterotrophic denitrifiers, are the main contributors. However, the detailed mechanisms remain to be fully elucidated, despite strong evidence suggesting that both nitrifier denitrification and the chemical breakdown of intermediates of hydroxylamine oxidation are probably involved. With increased understanding of the fundamental reactions responsible for N(2)O production in wastewater treatment systems and the conditions that stimulate their occurrence, reduction of N(2)O emissions from wastewater treatment systems through improved plant design and operation will be achieved in the near future.
污水处理厂的一氧化二氮(N2O)排放量在各个厂之间有很大差异,范围从可以忽略不计到相当大(占总氮负荷的百分之几),这可能是由于不同的设计和操作条件造成的。一般来说,达到高水平氮去除的工厂排放的 N2O 较少,这表明在高质量水和较低的 N2O 排放量之间不需要做出妥协。由于活性吹脱和氨氧化细菌的作用,N2O 主要在曝气区/隔室/期间排放,而不是异养反硝化菌。然而,尽管有强有力的证据表明硝化反硝化和羟胺氧化中间产物的化学分解可能都涉及其中,但详细的机制仍有待充分阐明。随着对负责污水处理系统中 N2O 产生的基本反应和刺激其发生的条件的理解的增加,通过改进工厂设计和运行,将在不久的将来实现减少污水处理系统中的 N2O 排放量。