首页> 美国卫生研究院文献>Springer Open Choice >Nitrogen removal via the nitrite pathway during wastewater co-treatment with ammonia-rich landfill leachates in a sequencing batch reactor
【2h】

Nitrogen removal via the nitrite pathway during wastewater co-treatment with ammonia-rich landfill leachates in a sequencing batch reactor

机译:在顺序批处理反应器中与富氨垃圾渗滤液共同处理废水时通过亚硝酸盐途径脱氮

代理获取
本网站仅为用户提供外文OA文献查询和代理获取服务,本网站没有原文。下单后我们将采用程序或人工为您竭诚获取高质量的原文,但由于OA文献来源多样且变更频繁,仍可能出现获取不到、文献不完整或与标题不符等情况,如果获取不到我们将提供退款服务。请知悉。

摘要

The biological treatment of ammonia-rich landfill leachates due to an inadequate C to N ratio requires expensive supplementation of carbon from an external carbon source. In an effort to reduce treatment costs, the objective of the study was to determine the feasibility of nitrogen removal via the nitrite pathway during landfill leachate co-treatment with municipal wastewater. Initially, the laboratory-scale sequencing batch reactor (SBR) was inoculated with nitrifying activated sludge and fed only raw municipal wastewater (RWW) during a start-up period of 9 weeks. Then, in the co-treatment period, consisting of the next 17 weeks, the system was fed a mixture of RWW and an increasing quantity of landfill leachates (from 1 to 10 % by volume). The results indicate that landfill leachate addition of up to 10 % (by volume) influenced the effluent quality, except for BOD5. During the experiment, a positive correlation (r2 = 0.908) between ammonia load in the influent and nitrite in the effluent was observed, suggesting that the second step of nitrification was partially inhibited. The partial nitrification (PN) was also confirmed by fluorescence in situ hybridisation (FISH) analysis of nitrifying bacteria. Nitrogen removal via the nitrite pathway was observed when the oxygen concentration ranged from 0.5 to 1.5 mg O2/dm3 and free ammonia (FA) ranged from 2.01 to 35.86 mg N-NH3/dm3 in the aerobic phase. Increasing ammonia load in wastewater influent was also correlated with an increasing amount of total nitrogen (TN) in the effluent, which suggested insufficient amounts of assimilable organic carbon to complete denitrification. Because nitrogen removal via the nitrite pathway is beneficial for carbon-limited and highly ammonia-loaded mixtures, obtaining PN can lead to a reduction in the external carbon source needed to support denitrification.
机译:由于碳氮比不足,对富含氨的垃圾渗滤液进行生物处理需要昂贵的外部碳源补充碳。为了降低处理成本,该研究的目的是确定在垃圾渗滤液与市政废水共同处理期间通过亚硝酸盐途径脱氮的可行性。最初,在实验室规模的测序批处理反应器(SBR)中接种了硝化活性污泥,并且仅在9周的启动期间进料了市政废水(RWW)。然后,在接下来的17周的联合处理期间,向系统中加入RWW和数量不断增加的垃圾填埋场渗滤液的混合物(体积百分比为1%至10%)。结果表明,除了BOD5以外,最多添加10%(按体积计)的垃圾渗滤液会影响污水质量。在实验过程中,观察到进水中的氨负荷与废水中的亚硝酸盐呈正相关(r 2 = 0.908),这表明硝化的第二步被部分抑制。还通过硝化细菌的荧光原位杂交(FISH)分析确认了部分硝化(PN)。当氧气浓度范围为0.5至1.5 mgO2 / dm 3 且游离氨(FA)为2.01至35.86 mg N-NH3 / dm 3时,通过亚硝酸盐途径去除了氮在有氧阶段。废水进水中氨负荷的增加还与废水中总氮(TN)的增加有关,这表明可吸收的有机碳量不足以完成反硝化作用。由于通过亚硝酸盐途径除去氮对于碳限制和氨含量高的混合物是有益的,因此获得PN可以减少支持反硝化所需的外部碳源。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
代理获取

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