期刊文献+

低碳氮比条件下膜生物反应器处理高氨氮废水时稳定亚硝化过程的建立 被引量:2

Establishment of Stable Nitritation Process in a MBR Reactor for Treatment of High Ammonia Wastewater with Low C/N Ratio
下载PDF
导出
摘要 以人工配制高氨氮低碳氮比(C/N)废水为进水,采用膜生物工艺,通过控制亚硝化池内温度为28~30℃,溶解氧浓度为0.5 mg/L,水力停留时间为12 h,pH为7.8~8.0,进水氨氮浓度为200 mg/L、CODCr为40 mg/L,在亚硝化池中成功实现了C/N为1∶5条件下废水的亚硝化。经过14 d的运行时间,污泥龄控制在100 d,在膜生物反应器(MBR反应器)中得到了稳定的亚硝酸盐氮积累。将氨氮浓度分别提高至400和800 mg/L的情况下,其亚硝化菌的耐受浓度负荷冲击能力均较强。 Taking synthetic wastewater of the high ammonia nitrogen and low CN ratio as the influent,the membrane bio-reactor( MBR) was used to study establishment of stable nitritation process. The main parameters of the reactor were controlled as follows: the temperature of nitritation tanks was 28-30 ℃,dissolved oxygen( DO)was 0. 5 mg/L,HRT was 12 h,pH was 7. 8-8. 0,influent ammonia concentration was 200 mg/L,CODCrwas 40mg/L. Under these conditions,the nitritation of wastewater with C/N of 1∶5 was realized in the nitritation tanks.After 14 days,sludge age was 100 days,a stable nitrite nitrogen accumulation was achieved. When the ammonia concentration was increased to 400 and 800 mg/L,respectively,the tolerance of nitrosobacteria against shock of high ammonia load was relatively high.
出处 《环境工程技术学报》 CAS 2014年第6期451-455,共5页 Journal of Environmental Engineering Technology
基金 国家水体污染控制与治理科技重大专项(2012ZX07202-005 2013ZX07202-010)
关键词 低碳氮比 高氨氮废水 亚硝化 亚硝酸盐氮积累 low C/N ratio high ammonia wastewater nitritation nitrite nitrogen accumulation
  • 相关文献

参考文献18

  • 1王建龙.生物脱氮新工艺及其技术原理[J].中国给水排水,2000,16(2):25-28. 被引量:119
  • 2MULDER A, van de GRAAF A A, ROBERTSON L A, et al. Anaerobic ammonium oxidation discovered in a denitfifying fluidized bed reactor[ J]. FEMS Microbiology Ecology, 1995,16 (3) :177-183.
  • 3HELLINGA C,SCHELLEN A A J C,MULDER J W,et al. The SHARON process:an innovative method for nitrogen removal from ammonium-rich waste water [ J ]. Water Sci Technol, 1998,37 (9) :135-142.
  • 4SIIEKERS A, OLAV DERWORT N, GOMEZ J L, et al. Completely autotrophic nitrogen removal over nitrite in one single reactor [ J ]. Water Research, 2002,36 ( 1 0) :2475 -2482.
  • 5KUAI L, VERSTRAETE W. Ammonium removal by the oxygen- limited nitrification-denitrification system [ J ]. Applied and Environmental Microbiology, 1998,64 ( 11 ) :4500-4506.
  • 6JETITEN M S M,HORN S J,LOOSDRECHt M C M. Towards a more sustainable wastewater treatment system [ J ]. Water Sci Technol, 1997,35 ( 9 ) : 171-180.
  • 7DAPENA-MORA A, FERNANDEZ I, CAMPOS J L, et al. Evaluation of activity and inhibition effects on ANA.MMOX process by batch rests based on the nitrogen gas production[ J]. Enzyme Microb Technol,2007,40(4) :859-865.
  • 8王英阁,胡宗泰.生物脱氮新工艺研究进展[J].上海化工,2008,33(11):1-5. 被引量:7
  • 9支霞辉,丁峰,彭永臻,马鲁铭.常温条件下短程硝化反硝化生物脱氮影响因素的研究[J].环境污染与防治,2006,28(4):254-256. 被引量:25
  • 10叶建锋,徐祖信,操家顺.亚硝酸型半硝化影响因素的试验研究[J].水处理技术,2005,31(10):5-7. 被引量:11

二级参考文献66

共引文献278

同被引文献19

引证文献2

二级引证文献3

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