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全规模污水处理过程中一氧化氮和一氧化二氮排放动态

Dynamics of nitric oxide and nitrous oxide emission during full-scale reject water treatment.

作者信息

Kampschreur Marlies J, van der Star Wouter R L, Wielders Hubert A, Mulder Jan Willem, Jetten Mike S M, van Loosdrecht Mark C M

机构信息

Department of Biotechnology, Delft University of Technology, Julianalaan 67, 2628 BC, Delft, Netherlands.

出版信息

Water Res. 2008 Feb;42(3):812-26. doi: 10.1016/j.watres.2007.08.022. Epub 2007 Aug 25.

Abstract

Emission of NO and N2O from a full-scale two-reactor nitritation-anammox process was determined during a measurement campaign at the Dokhaven-Sluisjesdijk municipal WWTP (Rotterdam, NL). The NO and N2O levels in the off-gas responded to the aeration cycles and the aeration rate of the nitritation reactor, and to the nitrite and dissolved oxygen concentration. Due to the strong fluctuations in the NO and N2O levels in both the nitritation and the anammox reactor, only time-dependent measurements could yield a reliable estimate of the overall NO and N2O emissions. The NO emission from the nitritation reactor was 0.2% of the nitrogen load and the N2O emission was 1.7%. The NO emission from the anammox reactor was determined to be 0.003% of the nitrogen load and the N2O emission was 0.6%. Emission of NO2 could not be detected from the nitritation-anammox system. Denitrification by ammonia-oxidizing bacteria was considered to be the most probable cause of NO and N2O emission from the nitritation reactor. Since anammox bacteria have not been shown to produce N2O under physiological conditions, it is also suspected that ammonia-oxidizing bacteria contribute most to N2O production in the anammox reactor. The source of NO production in the anammox reactor can be either anammox bacteria or denitrification by heterotrophs or ammonia-oxidizing bacteria. Based on the results and previous work, it seems that a low dissolved oxygen or a high nitrite concentration are the most likely cause of elevated NO and N2O emission by ammonia-oxidizing bacteria. The emission was compared with measurements at other reject water technologies and with the main line of the Dokhaven-Sluisjesdijk WWTP. The N2O emission levels in the reject water treatment seem to be in the same range as for the main stream of activated sludge processes. Preliminary measurements of the N2O emission from a one-reactor nitritation-anammox system indicate that the emission is lower than in two-reactor systems.

摘要

在荷兰鹿特丹多克哈芬-斯吕伊斯耶斯迪克市污水处理厂进行的一次测量活动中,测定了全尺寸双反应器亚硝化-厌氧氨氧化工艺中一氧化氮(NO)和一氧化二氮(N₂O)的排放情况。尾气中的NO和N₂O水平对亚硝化反应器的曝气周期、曝气速率以及亚硝酸盐和溶解氧浓度有响应。由于亚硝化反应器和厌氧氨氧化反应器中NO和N₂O水平波动剧烈,只有随时间变化的测量才能可靠地估算出总的NO和N₂O排放量。亚硝化反应器的NO排放量为氮负荷的0.2%,N₂O排放量为1.7%。厌氧氨氧化反应器的NO排放量确定为氮负荷的0.003%,N₂O排放量为0.6%。未检测到亚硝化-厌氧氨氧化系统中有二氧化氮(NO₂)排放。氨氧化细菌进行的反硝化作用被认为是亚硝化反应器中NO和N₂O排放的最可能原因。由于尚未证明厌氧氨氧化细菌在生理条件下会产生N₂O,因此也怀疑氨氧化细菌对厌氧氨氧化反应器中N₂O的产生贡献最大。厌氧氨氧化反应器中NO产生的来源可能是厌氧氨氧化细菌,也可能是异养菌或氨氧化细菌进行的反硝化作用。根据这些结果和之前的研究,低溶解氧或高亚硝酸盐浓度似乎是氨氧化细菌导致NO和N₂O排放增加的最可能原因。将该排放情况与其他剩余水处理技术的测量结果以及多克哈芬-斯吕伊斯耶斯迪克污水处理厂的主线进行了比较。剩余水处理中的N₂O排放水平似乎与活性污泥工艺主流的排放水平处于同一范围。单反应器亚硝化-厌氧氨氧化系统N₂O排放的初步测量表明,其排放量低于双反应器系统。

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