期刊文献+

活性污泥内碳源含量的估测与表征方式研究 被引量:2

Estimation and Characterization of Internal Carbon Content in Activated Sludge
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摘要 基于内源反硝化动力学,评估不同培养条件下活性污泥的内源反硝化能力,研究间接表征污泥中内碳源含量的方法,以利于实现活性污泥内碳源的充分利用。研究结果表明,当COD由100 mg/L增至400 mg/L时,培养污泥的内源反硝化速率基本从零增至15.68 mgNO3--N/(L·h),内源反硝化能力明显增强;在试验条件下,不同污泥、不同浓度下的内源反硝化动力学均具有良好的线性度(R2>0.94),在此基础上推导得到污泥内碳源含量为2.86Kt(K为污泥的比内源反硝化速率系数,t为反应时间);根据推导公式计算的NO3--N去除率与实测值接近。利用内源反硝化动力学间接表征内碳源含量的方法具有一定的有效性和稳定性,且可操作性强,适用于指导污水处理厂的日常运行。 Based on endogenous denitrification kinetics, the endogenous denitrification capacity of activated sludge under different culture conditions was estimated. An indirect method for characterizing internal carbon content in sludge was studied to achieve full use of the carbon source in activated sludge. The results showed that when increasing COD from 100 mg/L to 400 mg/L, the endogenous denitrification rate of cultivated sludge increased from 0 to 15.68 mg NO3^- - N/( L · h), indicating that the endogenous denitrification capacity improved. Under the experimental condition, there was a good linear rela- tionship ( R2 〉 0.94 ) for the endogenous denitrifieation kinetics of different sludge with different concentrations. The internal carbon content in sludge ( Xend = 2.86Kt) was derived, in which K was the specific endogenous denitrification rate, and t was the reaction time. The removal rate of NO3- - N calculated according to the derived formula was close to the measured value. The indirect characterization method of internal carbon content by endogenous denitrification kinetics is effective, stable and suitable for guiding the routine operation of WWTP.
出处 《中国给水排水》 CAS CSCD 北大核心 2012年第17期91-95,共5页 China Water & Wastewater
基金 国家水体污染控制与治理科技重大专项(2008ZX07316)
关键词 内碳源 内源反硝化 回流污泥 厌氧污泥 internal carbon source endogenous denitrification returned sludge anaerobic
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参考文献10

  • 1侯红娟,王洪洋,周琪.低碳高氮磷城市污水中碳源组分对反硝化的影响[J].中国给水排水,2006,22(z1):368-372. 被引量:8
  • 2倪永炯,李军,韦甦,张晶宇,寿银海,周延年,张宇坤.利用储碳活性污泥强化反硝化脱氮研究[J].中国给水排水,2009,25(15):15-17. 被引量:4
  • 3Dircks K, Henze M,van Loosdrecht M C M. Storage and degradation of poly-/3-hydroxybutyrate in activated sludge under aerobic conditions [ J ]. Water Res, 2001,35 (9) : 2277 - 2285.
  • 4Bemat K,Wojnowska-Baryla I. Carbon source in aerobic denitrification [ J ]. Biochem Eng J, 2007,36 ( 2 ) : 116 - 122.
  • 5Yeom I T, Nah Y M, Ahn K H. Treatment of household wastewater using an intermittently aerated membrane bio-reactor [ J ]. Desalination, 1999,124 ( 1/3 ) : 193 - 203.
  • 6Bernat K, Wojnowska-Baryla I, Dobrzynska A. Denitrifi- cation with endogenous carbon source at low C/N and its effect on PHB accumulation [ J 1. Bioresour Technol, 2008,99(7) :2410 -2418.
  • 7章非娟,杨殿海,傅威.碳源对生物反硝化的影响[J].给水排水,1996,22(7):26-28. 被引量:26
  • 8侯红娟.低碳高氮磷城市污水脱氮除磷研究[D].上海:同济大学,2005.
  • 9Ramdani A, Dold P, Deleris S, et al. Biodegradation of the endogenous residue of activated sludge [ J]. Water Res,2010,44(7) :2179 -2188.
  • 10Kujawa K, Klapwijk B. A method to estimate denitrifica- tion potential for predenitrification systems using NUR batch test[ J]. Water Res, 1999,33 (10) :2291 - 2300.

二级参考文献11

  • 1[1]Henze M,Kristensen G H,Strube R.Rate-capacity characterisation of wastewater for nutrient removal processes[J].Water Sci Technol,1994,29(7):101-107.
  • 2[3]Clayton J A,Ekama G A,Wentzel M C.Denitrification kinetics in biological nitrogen and phosphorus removal activated sludge systems treating municipal wastewaters[J].Water Sci Technol,1991,23:1025-1035.
  • 3[4]Ekama G A,Doid P L,Marais G v R.Procedures for determining influent COD fractions and the maximum specific growth rate of heterotrophs in activated sludge system[J].Water Sci Technol,1986,18 (6):91-114.
  • 4[5]Cokg(o)r E Ubar,S(o)zen S,Orhon D,et al.Respirometric analysis of activated sludge behaviour-I assessment of the readily biodegradable substrate[J].Water Res,1998,32(2):461 -475.
  • 5[6]Isaacs S H,Henze M,Sψeberg H,et al.External carbon source addition as a means to control an activated sludge nutrient removal process[J].Water Res,1994,28 (3):511-520.
  • 6[7]Katarzyna Kujawa,Bram Klapwijk.A method to estimate denitrification potential for predenitrification systems using NUR batch test[J].Water Res,1999,33 (10):2291-2300.
  • 7[8]Henze M.The influence of raw wastewater biomass on activated sludge oxygen respiration rates and denitrification rates[J].Water Sci Technol,1989,21:603-607.
  • 8[9]Henze M.Capabilities of biological nitrogen removal process from wastewater[J].Water Sci Technol,1991,23:669-679.
  • 9[11]Orhon Derin,Ales Esra,S(o)zen Seval,et al.Characterization and COD fractionation of domestic wastewaters[J].Environmental Pollution,1997,95 (2):191-204.
  • 10[12]Yeom Ick Tae,Nah Yoo Mi,Ahn Kyu Hong.Treatment of household wastewater using an intermittently aerated membrane bioreactor[J].Desalination,1999,124:193-204.

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