期刊文献+

正交试验法优化好氧颗粒污泥培养条件的研究 被引量:2

Study on optimizing cultivation conditions of aerobic granular sludge with orthogonal test
下载PDF
导出
摘要 利用自制的SBR反应器,在厌-好氧交替运行条件下,采用逐步提高进水负荷的调控方法培养好氧颗粒污泥。针对好氧颗粒污泥的特点,选取影响好氧颗粒污泥成粒的进水COD、进水C/N比、厌氧时长、水力停留时间和曝气量5个因素,采用正交试验方法,探索其对好氧颗粒污泥形成的影响度,找到好氧颗粒污泥形成的最优培养条件。实验证明:在现有实验条件下影响颗粒化率的显著程度依次为:进水COD—沉降时间—厌氧时长—进水C/N比—曝气量—水力停留时间。最优培养条件是进水COD为600~1 300 mg/L,沉降时间为10 m in,厌氧时长为30 m in,进水C/N为10∶1,曝气量为0.2 m3/h,水力停留时间为270 m in,此条件下培养的好氧颗粒污泥COD去除率和氨氮去除率分别达到96%和83%。 This paper utilizes self-made SBR reactor to culture aerobic granular sludge(AGS).It uses regulating method of gradually improving influent loads under the condition of anaerobic-aerobic alternative operation.According to the characteristics of AGS,the paper choose five factors:COD,C/N,anaerobic time,hydraulic retention time and aeration,explore the influence degree of the five factors with orthogonal test to seek the optimum cultural condition of AGS.According to the experiment,the significant degree of influencing granulation rate successively is: COD-settling time-C/N-aeration rate-hydraulic retention time.The optimum cultural condition is as follows: the influent COD is 600~1 300 mg/L;The settling time is 10 min;The anaerobic time is 30 min;The influent C/N is 10:1;The aeration rate is 0.2 m3/h;The HRT is 270 min.The removal rates in COD and ammonia nitrogen of AGS cultured in the condition are 96% and 83% respectively.
出处 《水资源与水工程学报》 2011年第3期73-76,81,共5页 Journal of Water Resources and Water Engineering
基金 格平绿色助学行动--辽宁环境科研教育‘123工程’资助(CEPF2008-123-2-8)
关键词 好氧颗粒污泥 SBR 优化条件 aerobic granular sludge SBR optimizing conditions
  • 相关文献

参考文献7

二级参考文献75

  • 1王芳,于汉英,张兴文,张捍民,刘毅慧,杨凤林.进水碳源对好氧颗粒污泥特性的影响[J].环境科学研究,2005,18(2):84-88. 被引量:22
  • 2刘红,闫怡新,王文燕,于勇勇.低强度超声波改善污泥活性[J].环境科学,2005,26(4):124-128. 被引量:53
  • 3彭光霞,周岳溪,何绪文,蒋进元,王海燕.高含盐有机废水MDAT-IAT生物处理工艺研究[J].环境科学研究,2006,19(3):71-74. 被引量:16
  • 4郑煜铭,俞汉青.用厌氧产氢反应器出水培养好氧颗粒污泥的研究[J].中国给水排水,2007,23(1):30-33. 被引量:3
  • 5Beun J J, Van L M, Heijnen J J. Aerobic granulation in a sequencing batch airlift reactor [J]. Water Research, 2002, 36(3) : 702- 712.
  • 6Moy B Y P, Tay J H, Toh S K, et al. High organic loading influences the physical characteristics of aerobic sludge granules[J].Lett Appl Microbiol, 2002, 34(6) :407-412.
  • 7Liu Q S, Tay J H, Liu Y. Substrate concentration-independent aerobic granulation in sequential aerobic sludge blanket reactor [J]. Environ Technol,2003,24(10) : 1235-1243.
  • 8Tay J H, Liu Q S, Liu Y. The effects of shear force on the formation,structure and metabolism of aerobic granules[J]. Microbial Biotechnology, 2001, 57(1-2) :227-233.
  • 9Liu Y, Yang S F, Liu Q S, et al. The role of cell hydrophobicity in the formation of aerobic granules [J]. Current Microbiology, 2003, 46(4) :270-274.
  • 10Morgenroth E,Sherden T,van Loosdrecht N C M,et al. Aerobic granular sludge in a sequencing batch reactor[J]. Wat Res, 1997, 31(12) 13191-3194.

共引文献60

同被引文献20

  • 1蒋欣,陈剑宁,罗声,韩芸,杨永哲.微波消解光度法测定COD及综合效益分析[J].环境科学与技术,2006,29(9):44-45. 被引量:8
  • 2陈雪松,夏四清,刘贵春.SBR好氧颗粒污泥的理化性质研究[J].中国给水排水,2007,23(9):99-102. 被引量:18
  • 3国家环保总局.水和废水监测分析方法[M].北京:中国环境科学出版社,2002..
  • 4Geoffrey S. Simate, John Cluett, Sunny E. Iyuke. The treatment of brewery wastewater for reuse: State ofthe art[J]. Desalination, 2011,273(2) : 235-247.
  • 5M.K. de Kreuk, N. Kishida, S. Tsuneda et al. Be-havior of polymeric substrates in an aerobic granular sludge system [J]- Water Research, 2010, 44 (20) " 5929-5938.
  • 6Wan J F, Mozo I, Filali Aet al. Evolution of bioag- gregate strength during aerobic granular sludge for- mation[J]. Biochemical Engineering Journal. , 2011, 58:69-78.
  • 7Ni Binjie, Yu Hanqin. Mathematical modeling of aero- bic granular sludge: A review[J]. Biotechnology Ad- vances, 2010,28 (6) : 895- 909.
  • 8Liang Z. ,Yan W. , Xin D. et al. Optimization of se- lective sludge discharge mode for enhancd the stabili- ty of aerobic granular sludge process[J]. Chemical Engineering Journal, 2012,11(1) : 335- 344.
  • 9Xiao lin. , Chun J. Simultaneous COD and nitrogen removal in a micro-aerobic granular sludge reactor for domestic wastewater treatment[J]. Systems En- gineering Procedia, 2011,11 (1) : 99- 105.
  • 10Ni Binjie. , Xie Wenming. , Liu Shaogen. Granulation of activated sludge in a pilot-scale sequencing batch reactor for the treatment of low-strength municipal wastewater[J]. Water Research, 2009, 43 (1): 751 -761.

引证文献2

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