期刊文献+

微氧颗粒污泥的快速培养及其同步脱氮效能 被引量:6

Rapid cultivation and simultaneous denitrification of micro-aerobic granular sludge
下载PDF
导出
摘要 采用颗粒污泥膨胀床反应器接种剩余污泥,以生活污水为基质,在1个月内快速培养成功微氧颗粒污泥。污泥平均粒径达0.73 mm,沉降迅速,具有较好的COD去除和同步脱氮能力。在HRT=6 h,回流比为8.0,充氧速率为0.25 g/(L.d)时,反应器COD去除率可达90%左右,出水COD<50 mg/L;氨氮和总氮去除率分别为72%~89%和76%~87%,出水质量浓度分别为3~12、5~14 mg/L。回流稀释和充氧速率对微氧体系同步脱氮产生重要影响。 Expanded granular sludge bed (EGSB) reactor being used for inoculating residual sludge and domestic sewage as substrate, micro-aerobic granular sludge can be cultivated rapidly and successfully within one month. The average granular sludge diameter is 0.73 mm,and its settling speed is rapid,having pretty good COD removing efficiency and simultaneous denitrification capacity. When the hydraulic retention time (HRT) is 6 h,reflux ratio 8.0, and oxygenation rate 0.25 g/(L. d), the COD removing rate of the reactor can reach 90% or so, and effluent COD below 50 mg/L. The removing rates of ammonium-nitrogen and total nitrogen are 72%-89% and 76%-87%, respectively,and effluent mass concentrations down to 3-12 mg/L and 5-14 mg/L,respectively. The results show that the reflux dilution and oxygenation rate have important effects on micro-aerobic system simultaneous denitrification.
作者 刘晓 曹国凭
出处 《工业水处理》 CAS CSCD 北大核心 2012年第8期37-40,共4页 Industrial Water Treatment
基金 唐山市科学技术研究与发展计划项目(10130211c)
关键词 颗粒污泥膨胀床反应器 微氧颗粒污泥 同步脱氮 充氧速率 expanded granular sludge bed reactor micro-aerobic granular sludge simultaneous denitrification oxygenation rate
  • 相关文献

参考文献9

  • 1Liu Xianwei, Sheng Guoping,Yu Hanqing. Physicochemical charac- teristics of microbial granules [J ]. Biotechnology Advances,2009,27 (6) : 1061-1070.
  • 2董春娟,吕炳南,赵庆良.限氧EGSB反应器运行机理的研究[J].中国给水排水,2008,24(15):54-57. 被引量:5
  • 3Zhou Weili, Imai T, Ukita M, et al. Effect of limited aeration on the anaerobic treatment of evaporator condensate from a sulfite pulpmill [ J ]. Chemosphere, 2007,66 ( 5 ) : 924-929.
  • 4van der Zee F P,Villaverde S ,Garcia P A,et al. Sulfide removal by moderate oxygenation of anaerobic sludge environments [J]. Biores- ource Technology, 2007,98 ( 3 ) : 518-524.
  • 5CHEN Yuan-cai,LAN Hui-xia,ZHAN Huai-yu,FU Shi-yu.Simultaneous anaerobic-aerobic biodegradation of halogenated phenolic compound under oxygen-limited conditions[J].Journal of Environmental Sciences,2005,17(5):873-875. 被引量:7
  • 6Liu Yanchen,Shi Hanchang,Xia I_an,et al. Study of operational conditions of simultaneous nitrification and denitrification in a Car- rousel oxidation ditch for domestic wastewater treatment [J ]. Biore- source Technology, 2010,101 (3) :901-906.
  • 7国家环保总局.水和废水监测分析方法[M].4版.北京:环境科学出版社.2006:211-279.
  • 8Holman J B, Wareham D G. COD, ammonia and dissolved oxygen time profiles in the simultaneous nitrification/denitrification pro- cess [ J ]. Biochemical Engineering Journal, 2005,22 (2) : 125-133.
  • 9Li Y Z, He Y L,Ohandja D G, et al. Simultaneous nitrification-deni- trification achieved by an innovative internal-loop airlift MBR:Com- parative study [ J ]. Bioresouree Technology, 2008,99 ( 13 ) : 5867 - 5872.

二级参考文献25

  • 1董春娟,吕炳南,陈志强.微氧条件下厌氧颗粒污泥和消化污泥特性研究[J].南京理工大学学报,2005,29(2):216-218. 被引量:19
  • 2董春娟,吕炳南.EGSB反应器在微氧条件下的运行特性[J].环境科学学报,2006,26(2):220-224. 被引量:10
  • 3国家环境保护总局.水和废水监测分析方法(第4版)[M].北京:中国环境科学出版社,2002..
  • 4Atuanyaa E I, Purohit H J. Chakrabarti T, 2000 .Attaerobic and aerobic biodegradation of chlorophenols using L ASB and ASG biorcactors[J]. World Journal of Microbiology and Biotechnology, 16:95-98.
  • 5APHA,AWWA,WEF,1995,Standard methods for the examination of water and wastewater[M].19th ed.Washington,DC:American Public Health Association.
  • 6Chen G,2004.Reductive dehalogenaton of tetrachloroethylene by microorganisms:current knowledge and application strategies[J].Appl Microbiol Biotechnol,63:373-377.
  • 7Chen Y,Zhan H,Chen Z,2003.Coupled anaerobic/aerobic biodegradation of halogenated phenolic compounds[J].Journal of Environmental Science,15(4):469-474.
  • 8Tartakovsky B,Manuel M F,Guiot S R,2003.Trichloroethylene degradation in a coupled anaerobic aerobic reactor oxygenated using hydrogen peroxide[J].Environ Sci Technol,37:5823-5828.
  • 9Tartakovsky B,Miquez C B ,Petti L et al.1998.Tetrachloroethylene dechlorination using a consortium of co-immobilized methanogenic and methanotrophic bacteria[J].Enz Micro-biol Technol,22:255-260.
  • 10Zitomer D H,Shrout J D,1998.Feasibility and benefits of methanogenesis under oxygen-limited conditions[J].Waste Management,18:107-116.

共引文献10

同被引文献79

  • 1初里冰,张兴文,李晓惠,杨凤林,张金霞.微氧膜生物反应器同时去除有机物和氮的研究[J].环境污染治理技术与设备,2005,6(5):78-82. 被引量:12
  • 2陈莉莉,左剑恶,楼俞,缪冬塬.同时产甲烷反硝化在UASB反应器中的实现[J].中国沼气,2006,24(2):3-7. 被引量:21
  • 3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(第4版)[M].北京:中国环境科学出版社,2002.210-213.
  • 4左剑恶,李建平.一种颗粒粒径分布的测量方法[P].中国专利:1696654,2005—11—16.
  • 5DingD. H. ,Feng C. P.,JinY. X. ,et al. Domestic sew- age treatment in a sequencing batch biofilm reactor (SB- BR) with an inte|ligent controlling system. Desalination, 2011,276( 1-3 ) :260-265.
  • 6Koupaie E. H. ,Moghaddam M. R. A. ,Hashemi S.H. E- valuation of integrated anaerobic/aerobic fixed-bed sequen- cing batch biofilm reactor for deeolorization and biodegrada- tion of azo dye Acid Red 18 :Comparison of using two types of packing media. Bioresource Technology, 2013, 127: 415-421.
  • 7温沁雪,陈志强,吴昌永.废水处理生物膜.北京:化学工业出版社,2011.
  • 8Cao W. P. ,Zhang H. H. ,Wang Y. M. ,et al. Bioremedi- ation of polluted surface water by using biofilms on filamen- tous bamboo. Ecological Engineering,2012,42 : 146-149.
  • 9Barca C ,Gerente C ,Meyer D ,et al. Phosphate removal from synthet- ic and real wastewater using steel slags produced in Europe [J]. Water Research, 2012,46 (7) : 2376-2384.
  • 10Pratt C ,Shilton A ,Pratt S,et al. Phosphorus removal mechanisms in active slag filters treating waste stabilisation pond effluent[J]. Envi- ronmental Science and Technology, 2007,41 (9) : 3296-3301.

引证文献6

二级引证文献26

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