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移动床生物膜反应器的启动及影响因素的研究 被引量:17

START-UP AND ITS INFLUENCE FACTORS IN MOVING BED BIOFILM REACTOR
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摘要 采用配制模拟废水进水,研究移动床生物膜反应器(MBBR)的启动挂膜,结果表明,在悬浮填料填充率为40%,pH为6.3~7.6,温度为20~30℃,m(C)/m(N)/m(P)=100:5:1的条件下,ρ(DO)=3 mg/L,HRT=6 h时挂膜速度快,COD、NH3-N去除效率可达到90%。当ρ(DO)=1.5 mg/L时前5天COD去除率略高于ρ(DO)=3 mg/L时,此后COD、NH3-N去除率均稳定在80%左右,ρ(DO)=5mg/L时紊动剧烈,不利于挂膜;HRT=6h和HRT=8h时COD、NH3-N去除率比较接近,且远高于HRT=4 h和HRT=12 h时。在试验范围内,COD、NH3-N处理效率均随着DO、HRT值增大而增大,而后随着增大反而降低,可知DO、HRT过高或过低均不利于启动运行。在HRT=6 h,ρ(DO)=3 mg/L的条件下稳定运行时,COD、NH3-N、TN、TP的去除率均值分别为:89.5%、94%、54.76%、56.1%。 Start-up was researched in moving bed biofilm reactor(MBBR) by simulating wastewater influent.The experimental results indicated that hanged membrane speed relativelyfast when HRT = 6h,ρ(DO)=3mg/L,andCOD,NH3-N removal efficiency were up to 90%,with the premise condition of suspended packing filling rate of 40%,the pH of 6.3~7.6,the temperature of 20~30 ℃,m(C)/m(N)/m(P)= 100:5:1.COD removal rate was slightly higher thanρ(DO) = 3 mg/Lin first 5 days when ρ(DO)= 1.5 mg/L,then COD,NH3-N removal rates were stable around 80%,and it went against hanging membrane because of severe turbulence when ρ(DO)= 5 mg/L;the removal rates of COD,NH3-N were approximate when HRT = 8 h and HRT = 6 h,and much higher than HRT = 4 h and HRT = 12 h.The removal rates of COD,NH3-N were improving as DO,HRT increased,and then with the increase but reduced,which showed that too high or too low DOs and HRTs were detrimental to start-up.The average removal rates of COD,NH3-N,TN,TP were 89.5%,94%,54.76%,56.1% under the stable operation with the conditions of HRT = 6 h,ρ(DO)= 3 mg/L.
出处 《水处理技术》 CAS CSCD 北大核心 2012年第11期84-89,共6页 Technology of Water Treatment
关键词 移动床膜生物反应器 悬浮填料 启动 影响因素 MBBR suspended carrier start-up influencing factors
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  • 1Rusten B, Cook G M. Nitrification of municipal wastewater inmoving-bed biofilm reactors [JJ.Water Environ Res.,1995,67 (1):75-86.
  • 2刘黎慧,杨应桥,周朝昕,杨祥.移动床生物膜反应器处理生活污水的研究[J].市政技术,2009,27(2):161-164. 被引量:6
  • 3李佳,陈畅,平文凯.移动床生物膜反应器(MBBR)技术解决方案及其应用[J].中国给水排水,2009,25(20):63-66. 被引量:22
  • 4Guo WS, Ngo HH, Dharmawan F, et al. Roles of polyurethane foamin aerobic moving and fixed bed bioreactors[J].Bioresour Technol.,2010,101:1435-1439.
  • 5Martina F, Giuseppe G, Giannia. Modelling respirometric tests forthe assessment of kinetic and stoichiometric parameters on MBBRbiofilm formunicipal wastewater treatment [J] .EnvironmentalModelling & Software,2009,5(5):1-7.
  • 6Hui-qiang Li, Hong-jun Han, Mao-an Du, et al. Removal ofphenols, thiocyanate and ammonium from coal gasificationwastewater using moving bed biofilm reactor [J] .BioresourceTechnology,2011,102:4667-4673.
  • 7S Jamal Khan, Shazia Ilyas, Sadaf Javid. Performance of suspendedand attached growth MBR systems in treating high strengthsynthetic wastewater [J] .Bioresource T echnology,2011,102:5331-5336.
  • 8Joao P Bassin, Marcia Dezotti, Geraldo L. Nitrification of industrialand domestic saline wastewaters in moving bed biofilm reactor andsequencing batch reactor [J] Journal of Hazardous Materials,2011,185:242-248.
  • 9赵勇,任玉斌.悬浮填料处理市政废水的实验研究[J].污染防治技术,2008,21(2):15-17. 被引量:3
  • 10魏臻,胡勇有,方平.陶粒移动床处理低浓度生活污水的性能[J].环境科学学报,2011,31(1):46-53. 被引量:10

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