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气水体积比对BAF处理效果的影响 被引量:2

Influence of air-water volume ratio on treatment efficiency of BAF
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摘要 在不同的气水体积比条件下,对BAF处理城市污水的效果进行了研究,结果表明,气水体积比对BAF的处理效果具有重要影响,当气水体积比较小时,BAF中溶解氧浓度较低,好氧微生物的生长受到抑制,BAF的去除效果较差;当气水体积比较大时,气流对滤料的冲刷作用较强,影响BAF的处理效果,且动力费用及运行成本较高;当气水体积比为3∶1时,BAF对SS、CODCr、NH3-N、TP的去除率分别为97.69%、86.76%、92.18%、31.04%,去除效果较好;因此本试验条件下BAF的最佳气水体积比为3∶1。 The effect of BAF on treatment of urban sewage at different air-water volume ratios was studied.The results showed that,air-water volume ratio had a great influence on the treatment efficiency of BAF,when the ratio was low,the dissolved oxygen concentration was lower,the growth of aerobic microorganisms was inhibited,and the treatment efficiency of BAF was poor;when the ratio was high,the treatment efficiency of BAF was affected by the strong flushing action of air flow to filter material,and the power expense and the operation cost were both higher;when the ratio was 3 ∶ 1,the removal rates of SS,CODCr,NH3-N and TP were 97.69%,86.76%,92.18% and 31.04% respectively,the removal effect was good.Therefore,the optimal air-water volume ratio for the BAF under the experimental condition was determined to be 3 ∶ 1.
出处 《工业用水与废水》 CAS 2012年第2期9-12,共4页 Industrial Water & Wastewater
基金 河北省重大科技攻关项目(07276713D)
关键词 BAF 气水体积比 去除率 处理效果 BAF air-water volume ratio removal rate treatment efficiency
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  • 1傅金祥,徐微,苏锦明,李福明,赵玉华,杨青.温度对IMBR污水处理效果的影响[J].沈阳建筑工程学院学报(自然科学版),2004,20(3):211-214. 被引量:16
  • 2徐亚明,吴浩汀.气水比回流比及冲击负荷对BAF的影响[J].环境科学与技术,2004,27(6):47-49. 被引量:22
  • 3杨青,赵玉华,周晴,傅金祥,陈正清.曝气生物滤池对COD_(Cr)去除效果的试验研究[J].沈阳建筑大学学报(自然科学版),2005,21(2):138-141. 被引量:18
  • 4Mogens Henze 国家城市给水排水工程技术研究中心(译).污水生物处理与化学处理技术[M].北京:中国建筑工业出版社,1999..
  • 5J J Chen, D McCarty, D Slack, et al. Full scale studies of simplified aerated filter (BAF) for organic and a nitrogen removal [J]. WatSciTech, 2000, 41(4): 1-4.
  • 6Rosa Morsyleide F, Furtado Angela A L, Albuquerque Ricardo T, et al. Biofilm development and ammonia removal in the nitrification of a saline wastewater [J]. Bioresource Technology.1998, 65 (1- 2): 135-138.
  • 7R Pujol, S Tarallo. Total nitrogen removal in two-step biofihration [J]. WatSci Tech, 2000, 41(4-5): 65-68.
  • 8徐亚同,废水中氮磷的去除[M].上海:华东师范大学出版社,1996.
  • 9SINKOFF M D, PORGES R, MCDERMOTY J H. Mean residence time of a liquid in a trickling filter[J]. J San Engng Div Am Soc Civil Engrs, 1959, 85(SA6) :51 -60.
  • 10LOGAN B E, HERMANOVICZ S W, PARKER D S.Engineering implications of a new trickling filter model[J]. J of Water Pollution Control Federation [J].1987a, 59 : 1017 - 1028.

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