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Influence of phenol on ammonia removal in an intermittent aeration bioreactor treating biologically pretreated coal gasification wastewater 被引量:5

Influence of phenol on ammonia removal in an intermittent aeration bioreactor treating biologically pretreated coal gasification wastewater
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摘要 A laboratory-scale intermittent aeration bioreactor was investigated to treat biologically pretreated coal gasification wastewater that was mainly composed of NH_3-N and phenol.The results showed that increasing phenol loading had an adverse effect on NH_3-N removal;the concentration in effluent at phenol loading of 40 mg phenol/(L·day) was 7.3 mg/L, 36.3%of that at 200 mg phenol/(L·day). The enzyme ammonia monooxygenase showed more sensitivity than hydroxylamine oxidoreductase to the inhibitory effect of phenol, with32.2% and 10.5% activity inhibition, respectively at 200 mg phenol/(L·day). Owing to intermittent aeration conditions, nitritation-type nitrification and simultaneous nitrification and denitrification(SND) were observed, giving a maximum SND efficiency of 30.5%.Additionally, ammonia oxidizing bacteria(AOB) and denitrifying bacteria were the main group identified by fluorescent in situ hybridization. However, their relative abundance represented opposite variations as phenol loading increased, ranging from 30.1% to 17.5%and 7.6% to 18.2% for AOB and denitrifying bacteria, respectively. A laboratory-scale intermittent aeration bioreactor was investigated to treat biologically pretreated coal gasification wastewater that was mainly composed of NH_3-N and phenol.The results showed that increasing phenol loading had an adverse effect on NH_3-N removal;the concentration in effluent at phenol loading of 40 mg phenol/(L·day) was 7.3 mg/L, 36.3%of that at 200 mg phenol/(L·day). The enzyme ammonia monooxygenase showed more sensitivity than hydroxylamine oxidoreductase to the inhibitory effect of phenol, with32.2% and 10.5% activity inhibition, respectively at 200 mg phenol/(L·day). Owing to intermittent aeration conditions, nitritation-type nitrification and simultaneous nitrification and denitrification(SND) were observed, giving a maximum SND efficiency of 30.5%.Additionally, ammonia oxidizing bacteria(AOB) and denitrifying bacteria were the main group identified by fluorescent in situ hybridization. However, their relative abundance represented opposite variations as phenol loading increased, ranging from 30.1% to 17.5%and 7.6% to 18.2% for AOB and denitrifying bacteria, respectively.
出处 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2016年第5期99-105,共7页 环境科学学报(英文版)
基金 supported by State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology (No. 2015DX02)
关键词 Coal gasification wastewater Nitritation-type nitrification Denitrification Fluorescent in situ hybridization Phenol Coal gasification wastewater Nitritation-type nitrification Denitrification Fluorescent in situ hybridization Phenol
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  • 1APHA,2005.Standard Methods for the Examination of Water and Wastewater (21 ed.).American Public Health Association.Washington,DC.
  • 2Castillo P A,González-Martinez S,Tejero I,1999.Biological phosphorus removal using a biofilm membrane reactor.Operation at high organic loading rates.Water Science and Technology,40(4-5):321-329.
  • 3Chang I,Gilbert E S,Eliashberg N,Keasling J D,2003.A threedimensional,stochastic simulation of biofilm growth and transport-related factors that affect structure.Microbiology,149:2859-2871.
  • 4Chuang S H,Ouyang C F,Yuang H C,You S J,1997.Effects of SRT and DO on nutrient removal in a combined as-biofilm process.Water Science and Technology,36(12):19-27.
  • 5Chung J,Bac W,Lee Y W,Rittmann B E,2006.Shortcut biological nitrogen removal in hybrid biofilm/suspended growth reactors.Process Biochemistry,42:320-328.
  • 6Ciudad G,González R,Bomhardt C,Antileo C,2007.Modes of operation and pH control as enhancement factors for partial nitrification with oxygen transport limitation.Water Research,41(20):4621-4629.
  • 7Falkentoft C M,Arnz P,Henze M,Mosbaek H,Muller E,Wilderer P A et al.,2001.Possible complication regarding phosphorus removal with a continuous flow biofilm system:Diffusion limitation.Biotechnology and Bioengineering,76(1):77-85.
  • 8Galí A,Dosta J,van Loosdrecht M C M,Mata-Alvarez J,2007.Two ways to achieve an anammox influent from real reject water treatment at lab-scale:Partial SBR nitrification and SHARON process.Process Biochemistry,42(4):715-720.
  • 9Helness H,Odegaard H,2001.Biological phosphorus and nitrogen removal in a sequencing batch moving bed biofilm reactor.Water Science and Technology,43(1):233-240.
  • 10Henze M,Gujer W,Mino T,Matsuo T,van Loosdrecht M,2000.Activated sludge models ASM1,ASM2,ASM2D and ASM3.lWA Publishing,London,UK.

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