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新型侧向流曝气生物滤池处理生活污水 被引量:3

Lateral flow biological aerated filter for domestic wastewater treatment
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摘要 采用以沸石为填料的新型侧向流曝气生物滤池处理生活污水,考察了水力负荷和气水比的影响。结果表明,LBAF在最佳工况气水比10∶1,A、B段曝气量比1∶1,水力负荷0.43 m3/m2.h下,COD、SS、氨氮、总氮和总磷的去除率分别为88.01%、95.18%、78.97%、52.58%和21.02%;COD去除率随COD容积负荷的增加缓慢下降。氨氮、总氮去除率随COD容积负荷的增大明显下降,氨氮去除率随氨氮容积负荷的增大而明显降低。滤池纳污能力强,不易堵塞,可适当延长反冲周期。 A zeolite media lateral biological aerated is designed and used to treat domestic wastewater. The experimental results that under the optimal technological conditions which hydraulic is 0.43 m^3/m^2 · h and gas/ liquid is 10: 1, the removal rates of COD, SS, NH3-N,TN,TP are 88. 01% ,95. 18% ,78.97% ,52. 58% and 21.02% respectively. The research conclusions are that effluent COD capacity load increases with the COD removal reducing gradually and NH3-N, TN removal reducing obviously, effluent NH3-N capacity load increases with the NH3-N removal reducing obviously. LBAF has large pollution carrying capacity; and is uneasy to be blocked, in comparison with traditional BAF, the operation cycle of LBA is postponed.
出处 《环境工程学报》 CAS CSCD 北大核心 2007年第10期27-31,共5页 Chinese Journal of Environmental Engineering
基金 国家"十五"攻关计划资助项目(2004BA604A01) 荷兰政府赠款项目(NGGP)
关键词 侧向流曝气生物滤池 污水处理 lateral flow biological aerated filter domestic wastewater treatment
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参考文献5

  • 1[1]Pujol F.,Canler J.P.,Iwema A.Biological aerated filters:An attractive biological process.Wat.Sci.& Tech.,1992,26(3~4):693~702
  • 2[2]Chen J.J.,McCarty D.,Slack D.,et al.Full scale case studies of a simplified aerated filter (BAF) for organics and nitrogen removal.Wat.Sci.& Tech.,2000,41 (4):1~4
  • 3[3]Pujol R.,Hamon.Kandel X.,Lemmel H.Biofilters:Flexible reliable biological reactor.Wat.Sci.& Tech.,1994,29(10~11):33~38
  • 4田文华,文湘华,崔燕平,钱易.滤料粒径对曝气生物滤池硝化性能的影响[J].中国给水排水,2003,19(5):48-50. 被引量:43
  • 5[3]国家环境保护总局.水和废水监测分析方法(第4版).北京:中国环境科学出版社,2002

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