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DO对高氨氮渗滤液短程生物脱氮反硝化过程动力学的影响 被引量:2

The effect of DO on the kinetics of denitritation and partial nitrogen removal from landfill leachate with high ammonia concentration
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摘要 为考察实际高氨氮垃圾渗滤液短程生物脱氮过程DO对以NO2--N为电子受体反硝化动力学的影响,本研究采用缺氧/厌氧UASB-SBR生化系统处理实际高氨氮垃圾渗滤液,在SBR系统实现稳短程生物脱氮(120d运行)的基础上,取SBR反应器内的污泥进行pH8.0条件下不同DO浓度梯度反硝化批次试验,从而确定DO对以NO2--N为电子受体的溶解氧抑制系数(K′O)的影响.试验结果表明,DO对反硝菌的NO2--N还原活性具有明显影响,与缺氧状态相比,DO为0.4和0.6mg·L-1时,其还原活性分别降低了49.0%和16.3%左右.DO与NO2--N还原速率两者呈指数负相关.DO对NO2--N为电子受体K′O具有显著影响,存在明显的分段现象,每一DO范围内,K′O恒定. The effect of dissolved oxygen (DO) on the kinetics of denitritation using nitrite as electron acceptor was investigated in this study. A lab-scale UASB-SBR system was operated to achieve nitrogen removal via nitrite from landfill leachate with high ammonia concentration. Stable partial nitration was successfully achieved in the SBR after 120 days. Batch tests were performed to assess the effect of DO concentration on the DO inhibition coefficient (K'O) of denitritation using the sludge from the SBR at different DO gradients and constant pH 8.0. DO has a significant inhibitory effect on the activity of denitrifying bacteria. The nitrite reduction rate decreased approximately 49% and 16.3% of its maximum rate at DO concentrations of 0.4 mg·L-1 and 0.6 mg·L-1,respectively. A negative exponential formula was established to describe the relationship between DO concentration and nitrite reduction rate. Distinct values were obtained by linear regression within three different DO ranges (DO≤0.4mg·L-1,0.4 mg·L-1≤DO≤0.72 mg·L-1 and 0.72 mg·L-1≤DO≤1.03 mg·L-1). However,the K'O was constant in each DO range.
出处 《环境科学学报》 CAS CSCD 北大核心 2010年第5期935-940,共6页 Acta Scientiae Circumstantiae
基金 国家自然科学基金(No. 50978003) 北京市自然科学基金重点项目(No. 8091001)~~
关键词 渗滤液 反硝化动力学 亚硝态氮 溶解氧 抑制系数 landfill leachate denitritation kinetics DO inhibition coefficient
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参考文献15

  • 1Barker P S, Dold P L. 1997. General model for biological nutrient removal in activated sludge system: Model Presentation [ J]. Water Environ Res, 69(5): 969--984. 被引量:1
  • 2Dawson R N, Murphy K L. 1972. The temperature dependency of biological dentirification [ J ]. Water Res, 6 ( 1 ) : 71--83. 被引量:1
  • 3Kornaros M, Lyberatos G. 1998. Kinetic modelling of pseudomonas denitrificans growth and denitfification under aerobic, anoxic and transient operating conditions [J]. Water Res, 32(6) :1912--1922. 被引量:1
  • 4Lansing M P, John P H, Donald A K. 2001. Microbiology (Sth Edition) [M]. USA: McGraw-Hill Companies, Inc. 被引量:1
  • 5Monod J. 1949. The growth of Bacteria Cultures [ J]. Annu Rev Microbiol, 3(2): 371--394. 被引量:1
  • 6Madigan M T, Martinko M, Parker J. 1997. Brock Biology of Microorganisms [ M]. Beijing: Science Press. 被引量:1
  • 7Metcalf & Eddy Inc. 2003. Wastewater Engineering Treatment and Reuse ( Fourth Edition) [ M ]. USA : McGraw-Hill Companies. 被引量:1
  • 8Nelson L M, Knowles R. 1978. Effect of oxygen and nitrate on nitrogen fixation and denitrification by Azospirillum brasilense grown in continuous culture[ J ]. Canada Journal of Microbiology, 24 ( 11 ) : 1395--1403. 被引量:1
  • 9孙洪伟,王淑莹,魏东洋,时晓宁,张树军,杨庆,彭永臻.pH对高氨氮渗滤液短程生物脱氮反硝化过程动力学的影响[J].环境科学学报,2010,30(4):742-748. 被引量:17
  • 10Skerman V B D, MacRae J C. 1957. The influence of oxygen availability on the degree of nitrate reduction by Pseudomonas denitrificans [ J]. Can J Microbiol, 3(3) :505--530. 被引量:1

二级参考文献31

  • 1闫志英,廖银章,李旭东,刘晓风,袁月祥,宋丽.新型废水生物脱氮的微生物学研究进展[J].应用与环境生物学报,2006,12(2):292-296. 被引量:37
  • 2张树军,彭永臻,曾薇,郑淑文,周利.高氮城市生活垃圾渗滤液短程生物脱氮[J].环境科学学报,2006,26(5):751-756. 被引量:25
  • 3Eddy M. Wastewater Engineering Treatment and Reuse. 4th ed. Beijing: Qsinghua University Press, 2003. 被引量:1
  • 4Sharma B, Ahlert RC. Nitrification and nitrogen removal. Water Res, 1977, 11 (10): 897-925. 被引量:1
  • 5Ye RW, Avrill BA, Tiedje JM. Denitrification: Production and consumption of nitric oxide. Appl Environ Microbial, 1994, 60 (4): 1053-1058. 被引量:1
  • 6Loosdrecht MC, Jetten SM. Microbilogical conversion in nitrogen removal. Water Sci Ttechnol, 1998, 38:1-8. 被引量:1
  • 7Feleke Z, Sakakibara Y. A bio-electrochemical reactor coupled with adsorber for the removal of nitrate and inhibitory pesticide. Water Res, 2002, 36:3092-3102. 被引量:1
  • 8Killingstad MW, Widdowson MA, Smith RL. Modelingenhanced in situ denitrification in groundwater. Environ Eng, 2002, 128 (6): 491-504. 被引量:1
  • 9Rijn JV, Tal Y, Schreier HJ. Denitrification in recirculating systems: Theory and applications. Aquacul Eng, 2006, 34:364-376. 被引量:1
  • 10Madigan MT, Martinko M, Parker J. Brock Biology of Microorganisms. Beijing: Scientific Publisher, 1997. 被引量:1

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