一氧化二氮
硝化作用
反硝化
反硝化细菌
废水
环境化学
温室气体
环境工程
污水处理
好氧反硝化
氮气
环境科学
化学
工业废水处理
流出物
化学需氧量
缺氧水域
亚硝酸盐
废物管理
生态学
硝酸盐
生物
有机化学
作者
Marlies J. Kampschreur,Hardy Temmink,Robbert Kleerebezem,Mike S. M. Jetten,M.C.M. van Loosdrecht
出处
期刊:Water Research
[Elsevier]
日期:2009-09-01
卷期号:43 (17): 4093-4103
被引量:1022
标识
DOI:10.1016/j.watres.2009.03.001
摘要
Nitrous oxide (N(2)O), a potent greenhouse gas, can be emitted during wastewater treatment, significantly contributing to the greenhouse gas footprint. Measurements at lab-scale and full-scale wastewater treatment plants (WWTPs) have demonstrated that N(2)O can be emitted in substantial amounts during nitrogen removal in WWTPs, however, a large variation in reported emission values exists. Analysis of literature data enabled the identification of the most important operational parameters leading to N(2)O emission in WWTPs: (i) low dissolved oxygen concentration in the nitrification and denitrification stages, (ii) increased nitrite concentrations in both nitrification and denitrification stages, and (iii) low COD/N ratio in the denitrification stage. From the literature it remains unclear whether nitrifying or denitrifying microorganisms are the main source of N(2)O emissions. Operational strategies to prevent N(2)O emission from WWTPs are discussed and areas in which further research is urgently required are identified.
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