首页> 外文期刊>Water Research >Dynamics of nitric oxide and nitrous oxide emission during full-scale reject water treatment
【24h】

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

机译:全尺寸废水处理过程中一氧化氮和一氧化二氮排放的动力学

获取原文
获取原文并翻译 | 示例
           

摘要

Emission of NO and N_2O 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 N_2O 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 N_2O levels in both the nitritation and the anammox reactor, only time-dependent measurements could yield a reliable estimate of the overall NO and N_2O emissions. The NO emission from the nitritation reactor was 0.2% of the nitrogen load and the N_2O emission was 1.7%. The NO emission from the anammox reactor was determined to be 0.003% of the nitrogen load and the N_2O emission was 0.6%. Emission of NO_2 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 N_2O emission from the nitritation reactor. Since anammox bacteria have not been shown to produce N_2O under physiological conditions, it is also suspected that ammonia-oxidizing bacteria contribute most to N_2O 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 N_2O 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 N_2O 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.
机译:在Dokhaven-Sluisjesdijk市WWTP(荷兰鹿特丹)的一次测量活动中,确定了全规模的两反应器硝化-氨氧化过程中NO和N_2O的排放。废气中的NO和N_2O含量与曝气循环和硝化反应器的曝气速率以及亚硝酸盐和溶解氧浓度有关。由于硝化反应器和厌氧氨氧化反应器中NO和N_2O含量的剧烈波动,因此仅依赖于时间的测量才能可靠地估算总NO和N_2O排放量。来自硝化反应器的NO排放为氮负荷的0.2%,N_2O排放为1.7%。测定出来自厌氧氨氧化反应器的NO排放为氮负荷的0.003%,N_2O排放为0.6%。硝化-厌氧氨氧化系统无法检测到NO_2的排放。氨氧化细菌的反硝化被认为是硝化反应器中NO和N_2O排放的最可能原因。由于尚未显示出厌氧氨氧化细菌在生理条件下会产生N_2O,因此还怀疑氨氧化细菌对厌氧氨氧化反应器中N_2O的产生贡献最大。厌氧氨氧化反应器中NO的产生源可以是厌氧氨氧化细菌或异养菌或氨氧化细菌进行的反硝化作用。根据结果​​和先前的工作,似乎低溶解氧或高亚硝酸盐浓度是氨氧化细菌增加NO和N_2O排放的最可能原因。将该排放与其他废水技术的测量结果以及Dokhaven-Sluisjesdijk污水处理厂的干线进行了比较。废水处理中的N_2O排放水平似乎与主流活性污泥工艺的排放范围相同。对一个反应器的硝化-厌氧氨氧化系统的N2O排放进行的初步测量表明,该排放量低于两个反应器的系统。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号