期刊文献+

高氨氮废水的亚硝化调控因素研究 被引量:5

Research on Control Parameters for Partial Nitrification of Wastewater with High Ammonia Nitrogen
原文传递
导出
摘要 为进一步缩短亚硝化的启动时间,提高亚硝化速率,采用SBR反应器进行了快速实现高氨氮废水的亚硝化调控因素研究。结果表明:综合优化各影响因素如温度、pH值、DO、FA是缩短亚硝化启动时间的关键,pH值和DO的调控是准确把握反应进程,获得较高出水NO2^--N浓度的关键因素,适宜的温度与pH值可弥补低DO对亚硝化速率的负面影响,并且促进氨氧化菌(AOB)快速适应低DO浓度;在温度为30℃、pH值为8.0±0.2、DO为0.5~1.0mg/L、进水氨氮负荷(ALR)为143mg/(L·d)的条件下,启动亚硝化只需8d;进水ALR达1716mg/(L·d),氨氮转化率高达94%以上,亚硝化率也基本稳定在90%以上,出水NO2^--N高达920~1080mg/L,亚硝化速率达1.1~1.2kg/(m^3·d),具有较高的氨氮负荷和亚硝化活性。 To shorten the star-up time of partial nitrification and improve the reaction rate, the control parameters for partial nitrification were investigated in sequencing batch reactor (SBR) to treat wastewater with high ammonia nitrogen. The results showed that the key to shorten the star-up time of partial nitrification was integrated optimization of various influencing factors, such as temperature, pH, dissolved oxygen (DO) and free ammonia (FA). Controls of pH and DO were critical to know the reaction process accurately and achieve the maximum effluent NO2 -N concentration. Appropriate temperature and pH could compensate for negative effect of low DO on the partial nitrification rate and help the ammonia oxidizing bacteria (AOB) adapt to low DO environment quickly. It only took 8 days to achieve partial nitrification successfully at temperature of 30 ℃, pH of 8.0 ± 0.2, DO of 0.5 to 1.0 mg/L and influent ammonia nitrogen loading rate (ALR) of 143 mg/( L · d). The influent ALR reached 1 716 mg/ (L · d) , ammonia nitrogen conversion percentage was above 94% , and the partial nitrification efficiency was stabilized at above 90% basically. The effluent NO2^- - N concentration was up to 920 to 1 080 mg/L, and the partial nitrification rate was 1.1 to 1.2 kg/(m^3 · d). The reactor showed a high ammonia nitrogen loading capacity and a high partial nitrification rate.
出处 《中国给水排水》 CAS CSCD 北大核心 2014年第11期9-13,共5页 China Water & Wastewater
基金 国家水体污染控制与治理科技重大专项(2013ZX07315-001)
关键词 亚硝化 高氨氮废水 调控 DO PH值 温度 游离氨 partial nitrification high ammonia nitrogen wastewater control DO pH temperature free ammonia
  • 相关文献

参考文献10

  • 1Tora J A,Lafuente J,Baeza J A,et al.Combined effect of inorganic earbon limitation and inhibition by free am-monia and free nitrous acid on ammonia oxidizing bacte-ria[ J ].Bioresour Technol,2010,101(15):6051-6058.
  • 2Ruiz G,Jeison D,Chamy R.Nitrification with high ni-trite accumulation for the treatment of wastewater with high ammonia concentration [J].Water Res,2003,37(6):1371-1377.
  • 3Hellinga C,Schellen A,MuIder J W,et al.The SHAR-ON process:An innovative method for nitrogen removal from ammonium-rich waste water[ J ].Water Sci Techn-nl,1998,37(9):135-142.
  • 4Ciudad G,Rubilar O,Munoz P,et al.Partial nitrification of high ammonia concentration wastewater as a part of a shorleut biological nitrogen removal process[ J].Process Biochem,2005,40(5):1715-1719.
  • 5王元月,魏源送.新型控制模式下短程硝化/厌氧氨氧化法处理污泥水[J].中国给水排水,2013,29(17):24-27. 被引量:11
  • 6Jin R C,Yang G F,Zhang Q Q,et al.The effect of sul-fide inhibition on the ANAMMOX process [ J ].Water Res,2013,47(3):1459-1469.
  • 7Ding S,Zheng P,Lu H F,et al.Ecological characteris-tics of anaerobic ammonia oxidizing bacteria [ J ].Appl Microbiol Biotechnol,2013,97(5):1841-1849.
  • 8Vadivelu V M,Keller J,Yuan Z.Free ammonia and free nitrous acid inhibition on the anabolic and catabolic proeesses of Nitrosomonas and Nitrobacter [ J ].Water Sci Technol,2007,56(7):89-97.
  • 9卢俊平,杜兵,张志,刘寅,孙艳玲,司亚安.高氨氮废水稳定亚硝化技术研究[J].中国给水排水,2010,26(11):80-83. 被引量:7
  • 10Jaroszynski L W,Oleszkiewiez J A.Autotrophic ammo-nium removal from reject water:partial nitrification and anammox in one-reaetor versus two-reactor systems [ J ].Environ Technol,2011,32(3):289-294.

二级参考文献13

  • 1Mulder A,van de Graaf A A,Robertson L A,et al.Anaerobic ammonium oxidation discovered in a denitrifying fluidized bed reactor[J].FEMS Microbiol Ecol,1995,16(3):177-184.
  • 2vail de Graaf A A,Mulder A,de Bruijn P,et al.Anaerobic oxidation of ammonium is a biologically mediated process[J].Appl Environ Microbiol,1995,61(4):1246-1251.
  • 3Hellinga C,Schellen A A J J,Mulder J W,et al.The SHARON process:An innovative method for nitrogen removal from ammonium-rich wastewater[J].Water Sci Technol,1998,37(9):135-142.
  • 4Mulder A, van de graaf A A, Robertson L A, et al. Anae- robic ammonium oxidation discovered in a denitrifying flu- idized bed reactor[ J]. FEMS Microbiol Ecol, 1995,16 (3) :177 -183.
  • 5Sliekers A O, Third K A, Abma W, et al. CANON and Anammox in a gas-lift reactor[J]. FEMS Microbiol Lett, 2003,218(2) :339 -344.
  • 6De Clippeleir H, Yan X G, Verstraete W, et al. OLAND is feasible to treat sewage-like nitrogen concentrations at low hydraulic residence times [ J ]. Appl Mierobiol Biotechn- ol,2011,90(4) :1537 - 1545.
  • 7Wett B. Development and implementation of a robust deammonification process [ J ]. Water Sci Technol, 2007, 56(7) :81 -88.
  • 8Furukawa K, Lieu P K, Tokitoh H, et al. Development of single-stage nitrogen removal using anammox and partial nitritation (SNAP) and its treatment performances [ J ]. Water Sci Technol,2006,55 (6) : 83 - 90.
  • 9van Dongen U, Jetten M S, van Loosdrecht M C. The SHARON-Anammox process for treatment of ammonium rich wastewater [ J ]. Water Sci Technol, 2001,44 ( 1 ) : 153 - 160.
  • 10王志盈,刘超翔,袁林江,彭党聪.低溶氧下生物流化床内亚硝化过程的选择特性研究[J].西安建筑科技大学学报(自然科学版),2000,32(1):4-7. 被引量:15

共引文献16

同被引文献43

  • 1吴昌永,陈志强,彭永臻,刘秀红.实时控制下短程生物脱氮的实现及其稳定性研究[J].中国给水排水,2006,22(19):39-43. 被引量:20
  • 2张树军,彭永臻,王淑莹,郑淑文,毛心慰.城市生活垃圾晚期渗滤液中氨氮的常温短程去除[J].化工学报,2007,58(4):1042-1047. 被引量:13
  • 3国家环境保护总局.水和废水监测分析方法[M](第四版)[M].北京:中国环境科学出版社,2002..
  • 4Gali A,Dosta J,van Loosdrecht M C M,et al. Two ways to achieve an anammox influent from real reject water treatment at lab-scale: Partial SBR nitrification and SHARON process [ J ]. Process Bioehem, 2007,42 (4) : 715 -720.
  • 5Beline F, Boursier H, Guiziou F, et al. Modelling of bio- logical nitrogen removal during treatment of piggery wastewater [ J ].Water Sci Technol,2007,55 (10) : 11 - 19.
  • 6Kim D J,Lee D I, Keller J. Effect of temperature and free ammonia on nitrification and nitrite accumulation in landfill leachate and analysis of its nitrifying bacterial community by FISH [ J ]. Bioresour Technol, 2006,97 (3) :459 -468.
  • 7Yamamoto T, Takaki K, Koyama T, et al. Novel partial nitritation treatment for anaerobic digestion liquor of sw- ine wastewater using swim-bed technology [ J ]. J Biosci Bioeng ,2006,102 ( 6 ) :497 - 503.
  • 8Park S W. Modeling kinetics of ammonium oxidation and nitrite oxidation under simultaneous inhibition by free ammonia and free nitrous acid [ J ]. Process Biochem, 2009,44 (6) : 631 - 640.
  • 9Yuan Z G. Effect of free ammonia on the respiration and growth process of an enriched Nitrobacter culture [ J ]. Water Res,2007,4( 1 ) :826 - 834.
  • 10Kim J H, Guo X J, Park H S. Comparison study of the effects of temperature and free ammonia concentration on nitrification and nitrite accumulation [ J ]. Process Bio- chem,2008,43 (2) : 154 - 160.

引证文献5

二级引证文献34

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