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曝气生物滤池处理生活污水亚硝化的实验研究

Research on partial nitritation for domestic sewage by biological aerated filter
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摘要 为探究低氨氮生活污水亚硝化的可行性,采用高负荷生物滤池-上向流曝气生物滤池(UBAF)两段式反应器考察水流方向对高负荷生物滤池去除COD、氨氮效果及温度、DO对UBAF亚硝化效果的影响.结果表明,在水力负荷为0.58 m3/(m2·h)、COD容积负荷为2.30 kg/(m3·d)、气水比为3.6∶1、常温条件下,上向流进水方式能够获得稳定的低COD、高氨氮的二级出水.在水温30~33℃、DO 2.5~3.0 mg/L、进水pH 7.8~8.1条件下,UBAF出水氨氮平均转化率为84.58%,亚硝氮平均质量浓度达23.01 mg/L.UBAF反应器中各种含氮化合物沿程变化及FISH检测表明,在反应器末段存在一定程度的同步亚硝化厌氧氨氧化作用.该两段式反应器能驯化单独的脱碳、脱氮优势菌群,实现低氨氮生活污水的亚硝化. To study the feasibility of partial nitritation of domestic sewage with low ammonia nitrogen, actual domestic sewage was treated by high rate bio-filter and up-flow biological aerated filter(UBAF). The effect of flow direction on the performance of high rate bio-filter removing COD and NH4 + - N and the effect of temperature and DO on the efficiency of UBAF for partial nitritation were researched. Results showed that at the hydraulic loading of 0.58 m3/( m2 · h), COD volume loading of 2.30 kg/( m3 · d), air-water ratio of 3.6:1 and room temperature, up-flow filtration achieved high COD and low ammonia-nitrogen removals. Ammonia nitrogen removal rate reached 84.58% and nitrite content in the effluent of UBAF achieved 23.01 mg/Lon the conditions of temperature 30-33 ℃, DO 2.5 -3.0 mg/L and pH value 7.8 -8.1. Further study on the change of nitrogenous compounds in different depth combining with FISH demonstrates that a certain degree CANON process could exist at the end of UBAF. The two-stage reactor could domesticate decarbonizing and denitrifying bacterias independently, the partial nitritation of domestic sewage with low ammonia nitrogen can be achieved.
出处 《哈尔滨工业大学学报》 EI CAS CSCD 北大核心 2013年第10期14-19,共6页 Journal of Harbin Institute of Technology
基金 国家重大科技专项(2013ZX07201007)
关键词 生活污水 曝气生物滤池 亚硝化 厌氧氨氧化 荧光原位杂交 domestic sewage BAF partial nitritation ANAMMOX FISH
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  • 1JE'FFEN M S M. New pathways for ammonia conversion in soil and aquatic systems[ J]. Plant and Soil, 2001, 230(1): 9-19.
  • 2JOANNA S G, ANDREJ C, KOMEIJUSZ M. Nitrogen removal from wastewater with high ammonia nitrogen concertration via shorter nitrification and denitrification [J]. Water Sci Technol, 1997, 36(10) : 73 -78.
  • 3ANTHONISEN A C, LOEHR R C, PRAKASAM T B S. Inhibition of nitrification by ammonia and nitrous acid [J]. Journal Water Pollution Control Federation, 1976, 48 ( 5 ) : 835 - 852.
  • 4LAANBROEK H J, BODELIER P L E, GERARDS S. Oxgen consumption kinrtics of Nitrosomonas europaea and nitrobacter hamburgensis grown in mixed continuous cultures at different oxygen concentrations [ J ]. Arch Microbiol, 1994, 161:156-162.
  • 5BLACKBUME R, YUAN Z G, KELLER J. Demonstration of nitrogen removal via nitrite in a sequencing batch reactor treating domestic wastewater[J]. Water Res, 2008, 42(8/ 9) : 2166 -2176.
  • 6LAW Y Y, LANT P, YUAN Z G. The effect of pH on N20 production under aerobic con-ditions in a partial nitritationsystem [ J ]. Water Res, 2011, 45 ( 18 ) : 5934 - 5944.
  • 7AMANN R I, KRUMHOLZ L, STAHL D A. Fluorscent- oligonucleotide probing of whole cells for determinative, phylogenetic and environmental studies in microbiology [J]. J Bacteriol, 1990, 172(2) : 762 -770.
  • 8DYREBORG S, ARVIN E. Inhibition of nitrification by creosote contaminated water[ J]. Water Res, 2005,29 : 1603 - 1606.
  • 9KEISOKE H. Nitrification at low levels of dissolved oxygen with and without organic loading in a suspended- growth reactor [ J ]. Water Res, 1990, 24 ( 3 ) : 297 - 301.
  • 10GUO Jingbo, ZHANG Lanhe, CHEN Wei, et al. The regulation and control strategies of a sequencing batch reactor for simultaneous nitrification and denitrification at different temperatures [ J ]. Bioresource Technol, 2013, 133:59-67.

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