期刊文献+

悬浮载体SBR工艺处理生活污水的试验研究 被引量:4

Research on treatment of domestic sewage by suspended-carrier SBR process
在线阅读 下载PDF
导出
摘要 采用悬浮载体SBR工艺对生活污水进行了正常负荷及冲击负荷对比运行实验。结果表明:正常负荷运行时,出水CODCr稳定在12—32 mg/L,去除率保持在90%以上;脱氮除磷效果较好,出水氨氮和总磷分别稳定在2.3—4.2 mg/L和0.22—0.49 mg/L,均达到GB18918-2002中一级A标准要求;系统抗冲击负荷能力强,在进水CODCr提高5倍的情况下,其去除率仍保持在85%以上;冲击负荷对脱氮除磷效果影响较大,氨氮和总磷的去除率均由正常情况下的85%左右下降至50%左右。 Experiments of normal load and high impact load on domestic sewage treatment by suspended-carrier SBR process were conducted comparatively. The results indicated that: in the normal load experiment, effluent CODcr was 12--32 mg/L and its removal rate kept over 90%. NH3-N and TP in the effluent were stable at 2.3-- 4.2 mg / L and 0.22--0.49 mg / L respectively. All these parameters met l-level A standard of GB18918-2002. High impact load had great effect on removing nitrogen and phosphorus. Both the removal rate of NH3-N and that of TP dropped from about 85% to 50%.
出处 《武汉工业学院学报》 CAS 2010年第1期38-41,共4页 Journal of Wuhan Polytechnic University
关键词 悬浮载体 生物膜 SBR 生活污水 suspended-carrier bio-film SBR domestic sewage
  • 相关文献

参考文献5

二级参考文献20

  • 1董滨,周增炎,高廷耀.投料倒置A/A/O脱氮除磷工艺中试[J].中国给水排水,2004,20(11):14-17. 被引量:17
  • 2彭永臻.SBR法的五大优点[J].中国给水排水,1993,9(2):29-31. 被引量:178
  • 3沙锦箖,高健磊.悬浮填料生物反应器在水处理中的应用[J].河南科技,2005,24(2):25-26. 被引量:5
  • 4冯婧微,王晓丹,梁彦秋,刘永生.生物膜投料A/O工艺脱氮试验研究[J].辽宁化工,2005,34(4):159-161. 被引量:2
  • 5曲飞,马一平.新型污水生物填料研究[J].合成纤维,2006,35(3):34-37. 被引量:8
  • 6[1]H.Ф deegaard.Advanced compact wastewater treatment based on coagulation and moving bed biofilm processes.Water Science and Technology Vo142 No12 pp33~48
  • 7[5]M.X.Loukidou,A.I.Zouboulis.Comparision of Biological Treatment Processes using Attached-growth Biomass for Sanitary Landfill Leachate Treatment.Environmental Pollution 111(2001):273~281
  • 8[8]Yutaka Suzuki et al,Development of Simulation Model for a Combined Activated-Sludge and Biofilm Process to Remove Nitrogen and Phosphorus Water Environment Research Vo1.71 No.4 1999.7/8 pp388~397
  • 9[9]H.Helness,H.Qd egaard Biological Phosphorus Removal in a Sequencing Batch Moving Bed Biofilm Reactor.Water Science & Technology Vo1.40,No,4~5,pp:161~168
  • 10[10]G.Andreottola et al.Upgrading of a Small Wastewater Treatment Plant in a Cold Climate Region Using a Moving Bed Biofilm Reater(MBBR) System.Water Science & Technology Vo141 No 1 pp177~185

共引文献91

同被引文献27

  • 1高大文,彭永臻,王淑莹.不同方式实现短程硝化反硝化生物脱氮工艺的比较[J].中国环境科学,2004,24(5):618-622. 被引量:22
  • 2崔有为,王淑莹,甘湘庆,姜桂莲,李桂星,袁一星.生物处理含盐污水的盐抑制动力学[J].环境污染治理技术与设备,2005,6(5):38-41. 被引量:14
  • 3耿安锋,王启山,王秀艳.绿色建筑海水冲厕初探[J].住宅科技,2005,25(8):27-30. 被引量:3
  • 4郭海娟,马放,沈耀良.DO和pH值在短程硝化中的作用[J].环境污染治理技术与设备,2006,7(1):37-40. 被引量:38
  • 5王亚宜,李探微,韦甦,殷芳芳,林伟青.序批式生物膜技术(SBBR)的应用及其发展[J].浙江工业大学学报,2006,34(2):213-219. 被引量:26
  • 6SATOSHI T, TAKASHI O, KOICHI S,et al. Simultaneous ni- trogen and phosphorus removal using denitrifying phosphate - ac- cumulating organisms in a sequencing batch reactor [ J ]. Bio- chemical Engineering Journal, 2006, 27:191 - 196.
  • 7ZHANG Z J, ZHU J, KING J, et al. A two - step fed SBR for treating swine manure [ J ]. Process Biochemistry, 2006, 41 : 892 - 900.
  • 8DOWNING L S, NERENBERG R. Effect of bulk liquid BOD concentration on activity and microbial community structure of a nitrifying membrane - aerated biofilm[ J]. Environment Biotech- nology, 2008, 81(1) :153 -162.
  • 9黄超.污水处理生物悬浮填料[P].中国专利:CN202007157U,2011-10-12.
  • 10Gieseke A, Arnz P, Amann R, et al. Simultaneous P and N re- moval in a sequencing batch biofilm reactor: insights from reactor- and microscale investigations [ J ]. Water Res, 2002, 36 ( 2 ) : 501-509.

引证文献4

二级引证文献7

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