RUIZ G,JEISON D,CHAMY R.Nitrification with highnitrite accumulation for the treatment of wastewater withhigh ammonia concentration[J].Water Research,2003,37(6):1371-1377.
[2]
van DONGEN U,JETTEN M S M,van LOOSDRECHT MC M.The Sharon-Anammox process for treatment ofammonium rich wastewater[J].Water Science andTechnology,2001,44(1):153-160.
[3]
GAO Da-wen,PENG Yong-zhen,LI Bai-kun,et al.Shortcut nitrification-denitrification by real-time controlstrategies[J].Bioresource Technology,2009,100(7):2298-2300.
[4]
NOGUERA R D,OKABE S,PICIOREANU C.Biofilmmodeling:present status and future directions[J].WaterScience and Technology 1999,39(7):273-278.
[5]
HENZE M,GRADY C P L J,GUJER W,et al.Activated sludge model No 1[C]∥IAWPRC Scientificand Technical Report No 1.London:IAWPRC,1987.
[6]
HENZE M,GUJER W,MINO T,et al.Activated sludgemodel No 2[C]∥IAWQ Scientific and Technical ReportNo 3.London:IAWQ,1995.
[7]
HENZE M,GUJER W,MINO T,et al.Activated sludgemodel No 2d,ASM2d[J].Water Science andTechnology,1999,39(1):165-182.第6期彭永臻,等:FNA对NO2-为电子受体反硝化的抑制动力学研究
[8]
YARBROUGH J M,RAKE J B,EAGON R G.Bacterialinhibition effects of nitrite:inhibition of active transport,but not of group translocation,and of intracellularenzymes[J].Applied and Environmental Microbiology,1980,39(4):831-834.
[9]
ANTHONISEN A C,LOEHR R C,PRAKASAM T B S,et al.Inhibition of nitrification by ammonia and nitrousacid.[J].Journal Water Pollution Control Federation,1976,48(5):835-852.
[10]
HELLINGAC,van LOOSDRECHT M C M,HEIJNEN JJ.Model based design of a novel process for nitrogenremoval from concentrated flows[J].Mathematical andComputer Modelling of Dynamical Systems,1999,5(4):351-371.
[11]
VADIVELU V M,KELLER J,YUAN Z.Effect of freeammonia and free nitrous acid inhibition on the anabolicand catabolic process of an enriched Nitrosomonas culture[J].Biotechnology and Bioengineering,2006,95(5):830-839.
[12]
WEON S Y,LEE C W,LEE S I,et al.Nitrite inhibitionof aerobic growth of acinetobacter sp[J].WaterResearch,2002,36(18):4471-4476.
[13]
ZHOU Yan,PIJUAN M,YUAN Zhi-guo.Free nitrousacid inhibition on anoxic phosphorus uptake anddenitrification by poly-phosphate accumulating organisms[J].Biotechnology and Bioengineering,2007,98(4):903-912.
[14]
ALMEIDA J S,JULIO S M,REIS M A M,et al.Nitriteinhibition of denitrification by pseudomonas fluorescens[J].Biotechnology and Bioengineering,1995,46(3):194-201.
[15]
FRANTA J R,WILDERER P A.Biological treatment ofpaper-mill wastewater by sequencing batch reactortechnology to reduce residual organics[J].WaterScience and Technology,1997,35(1):129-136.
[16]
CHUNG J W,BAE W.Nitrite reduction by a mixedculture under conditions relevant to shortcut biologicalnitrogen removal[J].Biodegradation,2002,13(3):163-170.
[17]
FUX C,BOEHLER M,HUBER P,et al.Biologicaltreatment of ammonium-rich wastewater by partialnitritation and subsequent anaerobic ammonium oxidation(anammox)in a pilot plant[J].Journal ofBiotechnology,2002,99(3):295-306.
[18]
GALI A,DOSTA J,van LOOSDRECHT M C M,et al.Two ways to achieve an anammox influent from real rejectwater treatment at lab-scale:Partial SBR nitrification andSHARON process[J].Process Biochemistry,2007,42(4):715-720.
[19]
PENG Y Z,YANG Q,LIU X H,et al.Nitrogen removalvia nitrite from municipal wastewater at low temperaturesusing real-time control to optimize nitrifying communities[J].Environmental Science and Technology,2007,41(23):8159-8164.
[20]
PENG Y Z,ZHANG S J,ZENG W,et al.Organicremoval by denitritation and methanogenesis and nitrogenremoval by nitritation from landfill leachate[J].WaterResearch,2008,42(4-5):883-892.
[21]
GUJER W,HENZE M,MINO T,et al.Activated sludgemodel No.3[J].Water Science and Technology,1999,39(1):183-193.
[22]
SIJBESMA W F H,ALMEIDA J S,REIS M A M,et al.Uncoupling effect of nitrite during denitrification bypseudomonas fluorescens:an in vivo31P-NMR study[J].Biotechnology and Bioengineering,1996,52(1):176-182.
[23]
TARDIF O,HALL E R.Alternatives for treatingrecirculated newsprint whitewater at high temperatures[J].Water Science and Technology,1997,35(2-3):57-65.
[24]
GUJER W,HENZE M,MINO T,et al.Activated sludgemodel No 3[J].Water Science and Technology,1999,39(1):183-193.
[25]
ILENIA I,VALENTINA I,STEFANO M L,et al.Amodified activated sludge model No 3(ASM3)with two-step nitrificationedenitrification[J].EnvironmentalModelling&Software,2007,22(6):847-861.
[26]
OSCAR S,ESTRELLA A,MARLENE R.Kinetics ofcross-inhibited denitrification of a high load wastewater[J].Enzyme and Microbial Technology,2007,40(6):1627-1634.
[27]
ABELING U,SEYFRIED C.Anaerobic-aerobic treatmentof high strength ammonia wastewater nitrogen removal vianitrite[J].Water Science and Technology,1992,26(5/6):1007-1100.
[28]
BAUMANN B,van der MEER J R,SNOZZI M,et al.Inhibition of denitrification activity but not of mRNAinduction in Paracoccus denitrificans by nitrite at asuboptimal pH[J].Antoine van LeeuwenhoekInternational Journal of General and MolecularMicrobiology,1997,72(3):183-189.