期刊文献+

两段SBR双污泥系统的短程硝化/反硝化除磷研究 被引量:5

Shortcut Nitrification/Denitrifiying Phosphorus Removal in Two-stage SBR Two-sludge System
在线阅读 下载PDF
导出
摘要 针对传统脱氮除磷工艺存在的占地面积大、运行成本高等问题,将短程硝化与反硝化除磷工艺相结合而构建了两段SBR双污泥短程硝化反硝化除磷工艺。在成功启动短程硝化反应器后,亚硝酸盐氮的积累率达到94.23%,系统对氨氮的平均去除率>95%;在以亚硝酸盐氮为电子受体的反硝化除磷菌培养驯化阶段,吸磷率达到了64.44%,同时NO2--N由17.79 mg/L降低为0.05 mg/L,电子受体被完全消耗,基本达到了以NO2--N为电子受体进行反硝化聚磷菌富集的目的。在此基础上,考察了N/P值对系统脱氮除磷效果的影响。结果表明,当N/P为3.0、2.2、1.7时对COD和氨氮的去除效果均较好,对COD的去除率分别为90%、89%、90%,对氨氮的去除率分别为96%、95%和96.7%;当N/P为3.0和2.2时除磷效果良好,平均去除率分别达到了88.5%和91%;而当N/P为1.7时除磷效果明显下降,仅为75.6%。 Traditional nitrogen and phosphorus removal processes have large land occupation and high operation cost. In response to the problems, shortcut nitrification and denitrifying phosphorus removal processes were combined by using SBR reactor to realize shortcut nitrification/denitrifying phosphorus removal in a two-stage two-sludge system. During shortcut nitrification, the nitrite nitrogen accumulation rate can reach 94.23% , and the average ammonia nitrogen removal rate is above 95%. When using nitrite nitrogen as electron acceptor to culture denitrifying phosphate accumulating organisms(DNPAOs), the uptake rate of phosphorus can reach 64.44%, at the same time, NO^-2 - N is reduced from 17.79 mg/L to 0.05 mg/L, and electron acceptor is completely consumed. A basic enrichment of DNPAOs is achieved by using NO^-2 - N as electron acceptor. Based on this, the effect of N/P ratio on nitrogen and phosphorus removal was investigated. The results show that the removal rates of COD and ammonia nitrogen under N/P ratios of 3.0, 2.2 and 1.7 are good, the COD removal rate is 90% , 89% and 90% , and the ammonia nitrogen removal rate is 96%, 95% and 96.7% respectively. At N/P ratios of 3.0 and 2.2, the phosphorus removal rate is 88.5% and 91%. However, the phosphorus removal rate is 75.6% when the N/P ratio is 1.7.
出处 《中国给水排水》 CAS CSCD 北大核心 2009年第17期31-34,共4页 China Water & Wastewater
基金 教育部全国优秀博士学位论文专项基金资助项目(2005044) 教育部新世纪优秀人才资助计划项目(NCET-05-0330)
关键词 短程硝化 反硝化除磷 N/P值 SBR shortcut nitrification batch reactor (SBR) denitrifying phosphorus removal N/P ratio sequencing
  • 相关文献

参考文献9

  • 1方士,李筱焕.高氨氮味精废水的亚硝化/反亚硝化脱氮研究[J].环境科学学报,2001,21(1):79-83. 被引量:61
  • 2Bortone G, Marsili S, Libelli A, et al. Anoxic phosphate uptake in the Dephanox process[ J]. Water Sci Technol, 1999,40(4 -5) :177 - 183.
  • 3李勇智,彭永臻,张艳萍,游伟民.硝酸盐浓度及投加方式对反硝化除磷的影响[J].环境污染与防治,2003,25(6):323-325. 被引量:50
  • 4Merzouki M,Bernet N,Delgenes J P,et al. Biological denitrifying phosphorus removal in SBR:effect of added nitrate concentration and sludge retention time [ J ]. Water Sci Technol,2001,43 ( 3 ) : 191 - 194.
  • 5Meinhold J, Arnold E, Isaacs S. Effect of nitrate or anoxic phosphate uptake in biological phosphorus removal activated sludge [ J ]. Water Res, 1999,33 ( 8 ) : 1871 - 1883.
  • 6Lee D S,Jeon C O, Park J M. Biological nitrogen removal with enhanced phosphate uptake in a sequencing batch reactor using single sludge system[ J]. Water Res,2001,35 (16) :3968 - 3976.
  • 7Hu J Y,Ong S L,Ng W J,et al. A new method for characterizing denitrifying phosphorus removal bacteria by using three different types of electron acceptors[ J]. Water Res ,2003,37 ( 14 ) :3463 - 3467.
  • 8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..
  • 9Hu Z R, Wentzel M C, Ekama G A. Modelling biological nutrient removal activated sludge systems : a review [ J ]. Water Res, 2003,37 (14) : 3430 - 3444.

二级参考文献13

  • 1潘桂珉,陈凤岗,金承基,李伟光,徐冬梅.煤气废水亚硝化型硝化的研究[J].水处理技术,1994,20(4):230-235. 被引量:17
  • 2国家环保局.水和废水监测分析方法[M].北京:中国环境科学出版社,1989.260-263.
  • 3[1]Chuang S H. The biomass fraction of heterotrophs and phosphate-accumulating organisms in a nitrogen and phosphorus removal system. Wat. Res. ,2000,34(8) :2238~2290
  • 4[2]Bortone G, Marsili Libelli S, Tilche A,et al. Anoxic phosphate uptake in the DEPHANOX process. Wat. Sci. Tech. , 1999,40(4~5):177~185
  • 5[3]Wachtmeister A, Kuba T, Van Loosdrecht M C M, et al. A sludge characterization for aerobic and denitrifying phosphorus removing sludge. Wat. Res. ,1997, 31(3):471~478
  • 6[4]Mino T, Van Loosdrecht M C M, Heijnen J J. Review paper-microbiology and biochemistry of the enhanced biological phosphate removal process. Wat. Res., 1998,32(11):3193~3207
  • 7[5]Kuba T, Van Loosdrecht M C M, Heijnen J J. Phosphorus and nitrogen removal with minimal COD requirement by integration of denitrifying dephosphatation and nitrificationin a two-sludge system. Wat. Res. , 1996, 30(7):1702~1710
  • 8[6]Kuba T, Smolders G, Van Loosdrecht M C M, et al. Biological phosphorus removal from wastewater by anaerobic-anoxic sequencing batch reactor. Wat. Sci. Tech., 1993, 27(5~6):241~252
  • 9[7]M Merzouki, N Bernet, J P Delgenes, et al. Biological denitrifying phosphorus removal in SBR: effect of added nitrate concentration and sludge retention time. Wat. Sci. Tech. , 2001, 43(3) :191~194
  • 10[8]Kerrn-Jespersen J P, Henze M. Biological phosphorus uptake under anoxie and aerobic condition. Wat. Res., 1993, 27(4):617~624

共引文献593

同被引文献96

引证文献5

二级引证文献32

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