在无毒区的粗泡混合极大地刺激生物除过程中的氧化排放
Haoran Duan1,2,3, Shane Watt1, Dirk Erler4
1Australian Centre for Water and Environmental Biotechnology (ACWEB, formerly AWMC), The University of Queensland, St. Lucia, Queensland 4072, Australia.
Water research X
|January 17, 2025
概括
废水处理中的粗泡混合通过抑制脱而显著增加氧化 (N2O) 排放量. 切换到混合将大大减少这些温室气体排放,突出了除过程中的关键因素.
科学领域:
- 环境科学 环境科学
- 环境工程 环境工程
- 水处理 处理水的方法
背景情况:
- 废水处理中的生物除产生氧化 (N2O),这是一个强大的温室气体.
- 粗气泡混合在无毒中很常见,但其对N2O排放的影响尚不清楚.
研究的目的:
- 调查粗气泡混合对试点规模主流化物分流反应堆N2O排放的影响.
- 量化与粗泡混合相关的N2O排放因子.
主要方法:
- 使用试点级反应堆进行了为期50天的稳定状态研究.
- 雇员在线和离线N2O监控. 在线和离线N2O监控.
- 进行了密集的采样和同位素分析,以确定排放源.
主要成果:
- 粗气泡混合导致N2O排放显著增加,排放因子为15.5±3.5%.
- 增加的排放量归因于气泡中的氧气入,抑制了N2O脱化.
- 将粗气泡混合换成潜水混合降低了排放系数至1.2 ± 0.8%.
结论:
- 粗气泡混合是一种重要的,以前被忽视的因素,在生物除过程中刺激N2O排放.
- 废水处理设施使用无毒中的粗泡混合,由于温室气体产量增加,应谨慎使用.
- 潜水混合为减少N2O排放提供了一个可行的替代方案.
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