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高氨废水的碳氧化和生物硝化合并处理工艺研究 被引量:2

On the simultaneous carbonaceous oxidation and biological nitrification of high ammonium wastewater
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摘要 以硝化菌增长的Haldane模式为基础,通过理论分析证明,完全混合式活性污泥反应器是碳氧化(COD降解)和NH3—N硝化合并处理工艺的最佳反应器,给出了曝气池NH3—N的最佳浓度(7.4mg/L).在此基础上,采用单级活性污泥法处理同时含有COD350—400mg几和NH3—N150mg/L的树脂生产废水,结果表明:当控制水力停留时间(HRT)为8h时,NH3—N的硝化率和COD去除率分别为90%和65%,将HRT延长至10h,NH3—N可完全硝化,而COD的去除率并不降低。 On the basis of Haldane nitrifier growth model,it is confirmed theoritically that the completely-mixed activated sludge reactor can be the optimum one for simultaneous carbonaceous oxidation (COD degradation ) and ammonium nitrification. The optimum NH3-N concentration (7.4 mg/L) in the aeration tank is also given. A laboratory scale experiment using synthetic resin production wastewater which 350-400 mg/L COD and 180 mg/L NH3-N are contained is conducted. The results show that ammonium nitrification rate and COD removal efficiency can reach 90% and 65% respectively, in a single activated sludge process when hydraulic retention time (HRT) is controlled at 8h. Ammonium can be completely nitrified with HRT 10h. whereas COD removal efficiency can be maintained unchanging.
出处 《西安冶金建筑学院学报》 CSCD 1994年第1期36-41,共6页
关键词 高氨废水 碳氧化 生物硝化 处理 activated sludge treatment, nitrifying bacteria/high ammonium wastewAter carbonaeous oxidation
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  • 1李平,晏波,吴锦华,韦朝海.污水处理中N_2O的产生及减量化控制[J].中国给水排水,2005,21(1):25-27. 被引量:9
  • 2张祖康.生物硝化池硝化菌流失及失活问题的探讨[J].石油化工环境保护,1996(2):11-17. 被引量:5
  • 3Fdz-polancoF, MendezE, UruenaMA, etal. Spatial distribution of heterotrophs and nitrifiriers in a submerged biofilter for nitrification [J]. Water Research, 2000, 34 C16): 4081-4089. 被引量:1
  • 4Zhao H W, Mavinic D S, Oldham W K, et al. Controlling factors for simultaneous nitrification and denitrification in a two-stage intermittent aeration process treating domestic sewage[J]. Water Research, 1999, 33 (4): 961-970. 被引量:1
  • 5奚且立,孙裕生,刘秀英.环境监测[M].第3版.北京:高等教育出版社,2004:549-567. 被引量:1
  • 6Jkeisuke H. Effects of the activity of heterotrophs on nitrification in a suspended-growth reactor [J]. Water Research, 1990, 24 (3): 289-296. 被引量:1
  • 7Nakano K, Iwasawa H, Ito O, et al. Improved simultaneous nitrification and denitrification in a single reactor by using two different immobilization carriers with specific oxygen transfer characteristics [J]. BioprocessBiosyst. Eng., 2004, 26: 141-145. 被引量:1
  • 8Yoo H, Ahn K H, Lee H J, et al. Nitrogen removal from synthetic wastewater by simultaneous nitrification and denitrification (SND) via nitrite in an intermittently-aerated reactor [J]. Water Research, 1999, 33 (1): 145-154. 被引量:1
  • 9国家环保局 水和废水监测分析方法编委会.水和废水监测分析方法[M]第4版[M].北京:中国环境科学出版社,2002.271-274. 被引量:21
  • 10何强,龙腾锐,林刚.预挂膜加速厌氧生物膜反应器启动的试验研究[J].给水排水,2001,27(5):27-29. 被引量:33

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