期刊文献+

活性污泥法单级自养脱氮工艺的启动及污泥特性 被引量:2

Study on Start-up and Sludge Properties of CANON Process with Activated Sludge
原文传递
导出
摘要 在SBR反应器内,先后接种普通活性污泥及少量具有单级自养脱氮能力的生物膜,在温度为(32±1)oC、pH值为7.5~8.5的条件下,进行了活性污泥法单级自养脱氮工艺的启动及污泥特性研究。SBR首先接种活性污泥,采用控制较高游离氨浓度(5.75~8.97mg/L)及较低DO值(0.17mg/L)的方法,经过50d实现了短程硝化,亚硝酸盐氮积累率在80%以上;然后采用进一步降低DO值、以清水置换SBR内剩余出水及改连续曝气为间歇曝气等方法,尝试在SBR内富集厌氧氨氧化菌,但过程缓慢;当接种0.15g单级自养脱氮生物膜后,很快建立了厌氧氨氧化与亚硝化的协同作用,23d后,对TN的去除率及去除负荷分别达到83.07%及0.422kgN/(m^3·d)。镜检发现SBR内为活性污泥絮体与颗粒污泥的混合物,经激光粒度仪测定,絮体污泥粒径为1~300μm,颗粒污泥粒径在300—1800μm,两者的体积比约为7:3。 Start-up and sludge properties of the completely autotrophic nitrogen removal over nitrite (CANON) process were studied in the SBR with activated sludge and CANON biofilm as seeding sludge at the temperature of (32±1 )℃ and pH of 7.5 to 8.5. The short-cut nitrification was realized by con- trolling free ammonia at 5.75 to 8.97 mg/L and DO at 0.17 mg/L for 50 d, and the nitrite accumulation rate was over 80%. The anaerobic ammonium oxidation (ANAMMOX) bacteria were cultivated by re- ducing the DO value, replacing the residual water in SBR with tap water and turning continuous aeration into intermittent aeration. But the course was very slow. After 0.15 g of CANON biofilm was inoculated in the SBR, the synergy between ANAMMOX and nitrosation was established. The removal rate and load- ing rate of TN were 83.07% and 0. 422 kgN/(m3·d) respectively after cultivating for 23 d. Activated sludge and granule sludge were found mixed in the SBR through microscopic examination. The analysis result of the laser particle analyzer showed that the volume ratio of activated sludge with size of 1 to 300μm to granular sludge with size of 300 to 1 800μm was 7 : 3.
出处 《中国给水排水》 CAS CSCD 北大核心 2015年第19期43-47,共5页 China Water & Wastewater
基金 国家自然科学基金资助项目(51408041 51308050)
关键词 活性污泥法 单级自养脱氮 污泥特性 短程硝化 厌氧氨氧化 activated sludge completely autotrophic nitrogen removal over nitrite sludge
  • 相关文献

参考文献11

  • 1王亚宜,黎力,马骁,林喜茂,潘绵立,戴晓虎.厌氧氨氧化菌的生物特性及CANON厌氧氨氧化工艺[J].环境科学学报,2014,34(6):1362-1374. 被引量:53
  • 2肖洋,廖德祥,李小明,杨麒,曾光明,易婷,刘精今.全程自养脱氮颗粒污泥培养及动力学研究[J].环境科学,2009,30(9):2667-2673. 被引量:9
  • 3Liu S,Yang F,Gong al. Assessment of the positiveeffect of salinity on the nitrogen removal performance andmicrobial composition during the startup of CANON348.
  • 4韩晓宇,常江,孟春霖,张亮,甘一萍,张树军.短程硝化/厌氧氨氧化一步法自养脱氮中试研究[J].中国给水排水,2014,30(19):1-5. 被引量:11
  • 5Gaul T, Marker S, Kunst S. Start-up of moving bed bio-film reactors for deammonification: the role of hydraulicretention time,alkalinity and oxygen supply [ J ]. WaterSci Technol,2005,52(7) : 127 -133.
  • 6Lv Y T, Wang L,Sun Tyet al. Autotrophic nitrogen re-moval discovered in suspended nitritation system [ J ] .Chemosphere,2010,79(2) :180 -185.
  • 7李冬,崔少明,梁瑜海,张肖静,苏庆岭,吴青,张杰.溶解氧对序批式全程自养脱氮工艺运行的影响[J].中国环境科学,2014,34(5):1131-1138. 被引量:23
  • 8Innerebner G,Insam H,Franke-Whittle I H,et al. Ideti-fication of anammox bacteria in a full-scale deammonifi-cation plant making use of anaerobic ammonia exudation[J]. Syst Appl Microbiol,2007,30(5) :408 -412.
  • 9Vlaeminck S E, Cloetens L F F, Carballa Mfet al. Gran-ular biomass capable of partial nitritation and anammox[J]. Water Sci Technol ,2009 ,59 (3 ) :609 -617.
  • 10Wang L,Zheng P,Xing Y J,et al. Effect of particle sizeon the performance of autotrophic nitrogen removal in thegranular sludge bed reactorand microbiological mecha-nisms[ J]. Bioresour Technol,2014,157 :240 -246.

二级参考文献70

  • 1廖德祥,李小明,曾光明,杨麒,杨国靖.单级SBR生物膜中全程自养脱氮的研究[J].中国环境科学,2005,25(2):222-225. 被引量:37
  • 2赵志宏,廖德祥,李小明,曾光明,杨麒.厌氧氨氧化微生物颗粒化及其脱氮性能的研究[J].环境科学,2007,28(4):800-804. 被引量:52
  • 3Strous M, Heijnen J J, Kuenen J G, et al. The sequencing batch reactor as a powerful tool for the study of slowly growing anaerobic ammonium-oxldizing microorganisms[J]. Appl Microbiol Biotechnol, 1998, 50(5) :589-596.
  • 4Hao X D, van Loosdrecht M C M. Model-based evaluation of COD influence on a partial nitrification-Anammox biofilm (CANON) process[J]. Wat Sci Tech, 2004, 49:83-90.
  • 5Hao X D, Heijnen J J, van Loosdrecht M C M. Sensitivity analysis of a biofilm model describing a one-stage completely autotrophic nitrogen removal (CANON) process[J]. Bioteehnol Bioeng, 2002, 77(3): 266-277.
  • 6Gujer W, Henze M, Mino T, et al. Activated sludge model No.3 [J]. War Sei Tech, 1999, 39(1) : 183-193.
  • 7Strous M, Kuenen J G, Jetten M S M. Key physiology of anaerobic ammonium oxidation [J]. Appl Environ Microbiol, 1999, 65 ( 7 ) :3248-3250.
  • 8Wiesmann U. Biological nitrogen removal from wastewater[ J]. Adv Biochem Eng Biotech, 1994, 51:113-154.
  • 9Picioreanu C, van Loosdrecht M C M, Heijnen J J. Modelling the effect of oxygen concentration on nitrite accumulation in a biofilm airlift suspension reactor[J]. War Sci Tech, 1997, 36:147-156.
  • 10国家环境保护总局《水和废水监测分析方法》编委会.水和废水监测分析方法[M].4版.北京:中国环境科学出版社,2002:156-290.

共引文献91

同被引文献13

引证文献2

二级引证文献4

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部