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不同物质对亚硝酸盐积累的影响 被引量:1

The effects of organic carbon and salts on nitrite accumulation in an ANNAMOX reactor
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摘要 亚硝化-厌氧氨氧化脱氮工艺的关键是实现亚硝酸盐的累积.实验采用SBR反应器,在实现亚硝酸盐稳定积累的基础上,考察了不同的碳源种类及离子对亚硝酸盐积累的影响.结果表明,当进水COD不高于200mg.L-1(0<C/N≤0.34)时,外加碳源对亚硝酸盐的积累有促进作用,亚硝酸盐积累率可达到78%;碳源种类对亚硝酸盐积累的影响不明显,而对出水COD的影响较为明显,其中以葡萄糖为碳源时COD去除率最高,可达到98.4%.亚硝酸盐的积累率随氯离子、硫酸盐以及磷酸盐浓度的增大而迅速下降,当其浓度分别达到0.5mo.lL-1、0.4mol.L-1以及0.4mol.L-1时,好氧氨氧化菌活性被完全抑制,氨氮转化率为零;抑制亚硝酸盐累积的离子排序为:硫酸盐>磷酸盐>氯离子>C/N. Nitrite accumulation is regarded as the key to the Nitrification/Anammox process. The effect of different organic carbon and salts in the feeding of SBR reactors was studied after steady nitrification was achieved in the reactors. The results showed that when the influent COD was not more than 200 mg·L^-1 (0 〈 C/N ≤ 0.34), the nitrite accumulation rate was promoted up to 78%. However, different kinds of organic carbon had much more obvious impacts on the COD removal rate than nitrification. When glucose was used as organic carbon, the COD removal rate was 98.4% which was better than any other tested carbon source. The nitrite accumulation decreased rapidly when the concentration of chlorine, sulfate or phosphate increased, and the activity of ammonia oxidizing bacteria was restrained. Nitrite accumulation was completely inhibited when the concentration of chlorine, sulfate or phosphate reached 0.5 mol·L^-1,0.4 mol·L^-1 and 0.4 mol·L^-1, respectively. The order of influence of the C/N ratio and salts on nitrite accumulation was : sulfate 〉 phosphate 〉 chlorine 〉 C/N.
出处 《环境科学学报》 CAS CSCD 北大核心 2009年第7期1405-1410,共6页 Acta Scientiae Circumstantiae
基金 国家自然科学基金(No.50678071) 广东省自然科学基金(No.06105409)~~
关键词 亚硝酸盐 有机碳源 氯离子 硫酸根离子 磷酸根离子 nitrite organic carbon chlorine sulfate phosphate
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  • 1Alleman J E. 1984. Elevated nitrite occurrence in biological wastewater treatment systems [J]. Water Sci Technol, 17( 1 ) : 409--419. 被引量:1
  • 2Arquiaga M C, Canter L W, Sabatini D A. 1993. Microbiology of high- sodium-nitrite-waste- water treatment [ J]. Environ Pollut, 81:1---6. 被引量:1
  • 3Bemat N, Dangiong N, Delgenes J P, et al. 2001. Nitrification at low oxygen concentration in biofilm reactor [ J ]. Environ Eng, 127 ( 3 ) : 266--271. 被引量:1
  • 4陈际达,陈志胜,张光辉,唐昌敏.含氮废水亚硝化型硝化的研究[J].重庆大学学报(自然科学版),2000,23(3):74-76. 被引量:20
  • 5陈绍铭,郑福寿编著..水生微生物学实验法 上[M].北京:海洋出版社,1985:251.
  • 6国家环境保护总局编.2002.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. 被引量:5
  • 7Hanaki K, Wantswin C, Ohgaki S. 1990. Nitrification at low levels of dissolved oxygen without organic loading in a suspended-growth reactor [J]. Wat Res, 24:297--302. 被引量:1
  • 8Hellinga C, Schellen A A J C, Mulder J W, et al. 1998. The Sharon process : an innovative method for nitrogen removal from ammoniumrich waste water [ J]. Water Sci Technol, 37 (9) : 135--142. 被引量:1
  • 9Laanbroek H J, Gerards S. 1993. Competition for limiting amounts of oxygen between Nitrosomonas europaea and Nitrobactor winogradski grown in mixed continuous cultures[ J]. Arch Microbiol, 159:453-- 459. 被引量:1
  • 10刘正.高浓度含盐废水生物处理技术[J].化工环保,2004,24(z1):209-211. 被引量:60

二级参考文献29

共引文献191

同被引文献16

  • 1陈旭良,郑平,金仁村,胡宝兰,周尚兴,丁革胜.味精废水厌氧氨氧化生物脱氮的研究[J].环境科学学报,2007,27(5):747-752. 被引量:55
  • 2Ciudad G, Rubilar O, Munoz P, et al. 2005. Partial nitrification of high ammonia concentration wastewater as a part of a shortcut biological nitrogen removal process [ J ]. Process Biochemistry, 40 ( 5 ) : 1715-1719. 被引量:1
  • 3Hanaki. 1990. Nitrification at low levels of dissolved oxygen with and without organic loading in suspended-growth reactor [ J ]. Water Research, 24 (3) : 297-301. 被引量:1
  • 4Hellinga C, Schellen A A J C, Mulder J W, et al. 1998. The Sharon process: an innovative method for nitrogen removal from ammonium rich wastewater[ J]. Water Sei Teehnol, 37 (9) : 135-142. 被引量:1
  • 5Kim J H, Guo X J, Park H S. 2008. Comparison study of the effects of temperature and free ammonia concentration on nitrification and nitrite accumulation[J]. Process Biochemistry, 43(2) : 154-160. 被引量:1
  • 6Li J P, Healy M G, Zhan X M, et al. 2008. Nutrient removal from slaughterhouse wastewater in an intermittently aerated sequencing batch reactor[J]. Bioresource Technology, 99(16) : 7644-7650. 被引量:1
  • 7Lim B S, Choi B C, Yu S W, et al. 2007. Effects of operational parameters on aeration on/off time in an intermittent aeration membrane bioreaetor[ J]. Desalination, 202 ( 1-3 ) : 77-82. 被引量:1
  • 8Mulder J W, van Kempen R. 1997. N-removal by SHARON[J]. Water Qual Int,3(4) : 30-31. 被引量:1
  • 9Seongjun P, Wookeun B. 2009. Modeling kinetics of ammonium oxidation and nitrite oxidation under simultaneous inhibition by free ammonia and free nitrous acid [ J ]. Process Biochemistry, 44 ( 6 ) : 631 -640. 被引量:1
  • 10Takehiko S, Sen Q, Taichi Y, et al. 2009. Partial nitritation treatment of underground brine waste with high ammonium and salt content [ J]. Journal of Bioscience and Bioengineering, 108(4) : 330-335. 被引量:1

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