期刊文献+

低温下生物增效技术对去除氨氮效果的改善 被引量:4

Improvement of Ammonia Nitrogen Removal by Bioaugmentation Technology at Low Temperature
原文传递
导出
摘要 在冬季水温低的情况下,为改善对氨氮的去除效果而实施了生物增效试验,连续30d向某污水处理厂的曝气池投加硝化菌,研究了投加菌剂后对氨氮的去除效果。投加菌剂10d后,在水温为12.4~15.2℃时,二沉池出水氨氮浓度〈15mg/L,对氨氮的去除率由68.6%提高至84.7%,处理水量由6.2×10^4m^3/d提升至7.5×10^4m^3/d。菌剂投加期结束后的30d内,在维持高处理水量的前提下,出水氨氮〈7mg/L,去除率〉91%,处理水量超过设计水量约25%。同时,该技术的费用较低,直接菌剂成本仅为0.067元/m^3。 In order to improve ammonia nitrogen removal efficiency at low temperature in winter, a bioangmentation test was conducted by adding nitrifying bacteria into an aeration tank of a sewage treatment plant for 30 d continuously. The removal efficiency of ammonia nitrogen by adding nitrifying bacteria was investigated. After 10 d of adding nitrifying bacteria and with sewage temperature of 12.4 to 15.2 ℃, the ammonia nitrogen concentration in the secondary settling tank effluent was less than 15 mg/L, the removal rate increased from 68.6% to 84.7%, and the to 7.5 ×10^4m^3/d/d. Within 30 d after the addition period, was less than 7 mg/L, the removal rate was more than 91% more than the design capacity. The direct cost of nitrifying treatment capacity rose from 6.2×10^4m^3/d/d the effluent ammonia nitrogen concentration , and the treatment capacity was about 25 % bacteria was 0.067 yuan/m3.
出处 《中国给水排水》 CAS CSCD 北大核心 2013年第19期34-36,41,共4页 China Water & Wastewater
关键词 生物增效技术 城市污水 氨氮 bioaugmentation technology municipal sewage ammonia nitrogen
  • 相关文献

参考文献2

二级参考文献29

  • 1谢曙光,张晓健,王占生.曝气生物滤池的低温挂膜研究[J].中国给水排水,2003,19(z1):58-59. 被引量:18
  • 2傅金祥,腾险峰,李彤岩.低温下DAT-IAT工艺污水处理厂活性污泥培养驯化[J].沈阳建筑大学学报(自然科学版),2005,21(1):43-46. 被引量:13
  • 3李亚选,张晓玲,姜安玺,孟雪征,韩晓云.低温菌去除污染物的研究现状[J].广州环境科学,2006,21(2):14-18. 被引量:9
  • 4张智,周芳.低温下改良型ICEAS工艺处理生活污水[J].水处理技术,2007,33(4):36-38. 被引量:5
  • 5CHOI E, RHU D, LEE E, et al. Temperature effects on biological nutrient removal system with weak municipal wastewater[J]. Water Science and Technology, 1998, 37(9) : 219-226.
  • 6BJORLENIUS B, REINIUS L G. Use of on-line data to evaluate the activity in the biological stage at a wastewater treatment plant [JJ. Water Science and Technology, 1998, 37(9): 33-40.
  • 7BAO Ruiling, YU Shuili, SHI Wenxin, et al. Aerobic granules formation and nutrients removal cha-racteristics in sequencing batch airlift reactor (SBAR) at low temperature[J]. Journal of Hazardous Materials, 2009, 16(8) :1 334-1 340.
  • 8张爽.改进的倒置A2/O工艺对低温生活污水处理的试验研究[D].哈尔滨:哈尔滨工业大学,2008.
  • 9CAO Y S, ALAERTS G J. Influence of reactor type and shear stress on aerobic biofilm morphology, population and kinetics[J]. Water Research, 1995, 29 (1) : 107-118.
  • 10RITTMAN B E. How input active biomass affects sludge age and process stability [J]. Environment Engineering, 1999,122(1) :4-8.

共引文献4

同被引文献63

  • 1何圣兵,蒋轶锋,王宝贞.MBR中溶解氧和污泥负荷对污泥产量的影响[J].水处理技术,2005,31(9):17-20. 被引量:13
  • 2Wu Lei, Wang Jun, Liu Xia. Enhanced nitrogen removal under low- temperature and high-load conditions by optimization of the operating modes and control parameters in the CAST system for municipal wastewater[Jl. Desalination and Water Treatment,2015,53 (6): 1683-1698.
  • 3Yang Min, Sun Peide, Wang Ruyi, et al. Simulation and optimization of ammonia removal at low temperature for a double channel oxida- tion ditch based on fully coupled activated sludge model (FCASM) : A full-scale study[Jl. Bioresouree Technology ,2013,143:538-548.
  • 4Almomani F A, Delatolla R, Ormeci B. Field study of moving bed biofilm reactor technology for post-treatment of wastewater lagoon effluent at 1%~J]. Environmental Technology ,2014,35 (13) : 1596- 1604.
  • 5Gapes D J, Keller J. Impact of oxygen mass transfer on nitrification reactions in suspended carrier reactor biofilms [J]. Process Biochemi- stry, 2009,44 : 43-53.
  • 6Ahmadi M, Izanloo H,Alian A M,et al. Upgrading of kish island mar- kazi wastewater treatment plant by MBBR [J ]. Journal of Water Re- use and Desalination, 2011,1 (4) : 243-249.
  • 7Falletti L, Conte L, Zaggia A. Small wastewater treatment plants in Italy : Situation and case studies of upgrading with advanced tech- nologies[J]. Desalination and Water Treatment,2013,51 (10): 2402-2410.
  • 8Qin Jianjun ,Wai M N ,Tao Guihe, et al. Membrane bioreactor study for reclamation of mixed sewage mostly from industrial sources [J ~. Separation and Purification Technology, 2007,53 (3) : 296-300.
  • 9Sibag M, Kim H. Evaluating the performance of activated sludge ammonia oxidizing bacteria in a lab-scale alternating hypoxic/oxic membrane bioreactor [J]. Chemical Engineering Journal,2014, 255 (7) : 670-676.
  • 10Ar6valo J, Ruiz L M, P6rez J, et al. Effect of temperature on mem- brane bioreactor performance working with high hydraulic and sludge retention time [J]. Biochemical Engineering Journal,2014,88 (28) : 42-49.

引证文献4

二级引证文献14

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