首页> 外文期刊>Chemical engineering journal >Long-term stable simultaneous partial nitrification, anammox and denitrification (SNAD) process treating real domestic sewage using suspended activated sludge
【24h】

Long-term stable simultaneous partial nitrification, anammox and denitrification (SNAD) process treating real domestic sewage using suspended activated sludge

机译:使用悬浮活性污泥处理真正的生活污水的长期稳定同时偏硝化,厌氧和反硝化(SNAD)过程

获取原文
获取原文并翻译 | 示例
           

摘要

Bottleneck issues such as difficult biofilm culturing, time-consuming granular formation and excessive nitrate production, always limited the application of anammox processes. By using the common but meaningful suspended activated sludge instead of biofilm or granule activated sludge, a combined anammox process, simultaneous partial nitrification, anammox and denitrification (SNAD), was established in a sequencing batch reactor (SBR) in this study to treat real domestic sewage and was operated for 300 days. Results indicated that a high ammonia removal rate and nitrogen removal rate (1.1 and 1.03 (kgN/(m(3)center dot d)), respectively) were achieved during the baseline phase treating high ammonia wastewater (350-550 mg/L). During the experimental phase treating domestic sewage with a C/N of 3-3.5, 86.1% of total nitrogen removal efficiency was achieved and only 1.02 mg/L of nitrate concentration was detected in the effluent with an averagely 64.6 mg/L of ammonium in the influent. Nitrogen mass balance analysis demonstrated that about 89% of total nitrogen (TN) was removed by anammox and the remaining 11% of TN was removed by denitrification. Bacterial abundance of Candidatus Brocadia and Thauera increased from 0.02% to 0.5% and 0.39% to 2.24% (from baseline phase to experimental phase), respectively, which made an essential contribution to the nitrogen removal. The advanced nitrogen removal performance reached in the SNAD process showed the possibility of using suspended sludge as a substitute of biofilm and granule sludge concerning anammox, and the process could treat real domestic sewage with a C/N of 3-3.5 without pretreatment of chemical oxygen demand (COD).
机译:瓶颈诸如困难的生物膜培养,耗时的粒状和过度硝酸盐产生的问题,始终限于厌氧过程的应用。通过使用常见但有意义的悬浮活性污泥而不是生物膜或颗粒活化污泥,在本研究中的测序分批反应器(SBR)中,在该研究中的测序批量反应器(SBR)中建立了组合的厌氧过程,同时部分硝化,厌氧毒剂和脱氮(蛇醛),以治疗真正的国内污水并运营300天。结果表明,在基线相处理高氨废水(350-550mg / L)期间,分别达到了高氨去除速率和氮去除率(1.1和1.03(kgn /(3)中心点D))(350-550 mg / l) 。在将生活污水的实验相期间,C / N的3-3.5,86.1%实现了86.1%,并且在流出物中仅检测到1.02mg / L硝酸盐浓度,平均为64.6mg / L铵流水。氮质量平衡分析证明,通过厌氧除去约89%的总氮(Tn),并通过反硝化除去剩余的11%TN。 Candidatus Brocadia和Thauera的细菌丰度分别从0.02%增加到0.02%至0.5%和0.39%至2.24%(从基线相到实验阶段),这对氮去除产生了基本贡献。斯纳德过程中达到的先进的氮去除性能表明,使用悬浮污泥作为厌氧毒素的生物膜和颗粒污泥的替代品,并且该方法可以用3-3.5的C / N处理真正的生活污水,而无需预处理化学氧气需求(COD)。

著录项

  • 来源
    《Chemical engineering journal》 |2018年第2018期|共9页
  • 作者单位

    Beijing Univ Technol Key Lab Beijing Water Qual Sci &

    Water Environm R Natl Engn Lab Adv Municipal Wastewater Treatment Beijing 100124 Peoples R China;

    Beijing Univ Technol Key Lab Beijing Water Qual Sci &

    Water Environm R Natl Engn Lab Adv Municipal Wastewater Treatment Beijing 100124 Peoples R China;

    Beijing Univ Technol Key Lab Beijing Water Qual Sci &

    Water Environm R Natl Engn Lab Adv Municipal Wastewater Treatment Beijing 100124 Peoples R China;

    Beijing Univ Technol Key Lab Beijing Water Qual Sci &

    Water Environm R Natl Engn Lab Adv Municipal Wastewater Treatment Beijing 100124 Peoples R China;

    Beijing Univ Technol Key Lab Beijing Water Qual Sci &

    Water Environm R Natl Engn Lab Adv Municipal Wastewater Treatment Beijing 100124 Peoples R China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 化学工业;
  • 关键词

    SNAD; Suspended sludge; Domestic sewage; Anammox; NOB inhibition; HRT;

    机译:斯内德;悬浮污泥;生活污水;厌氧;NOB抑制;HRT;

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