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Fenton破解污泥减量化效果研究 被引量:1

Study on the Effect of Fenton Disintegration on Sludge Reduction
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摘要 利用Fenton试剂氧化破解剩余污泥,在序批式活性污泥法反应器(SBR)中,通过正交实验确定Fenton破解污泥的优化参数.结果表明,在污泥初始pH为3,H2O2和Fe2+投加量分别为5mL/L、0.25g/L,反应时间为90min时,Fenton氧化破解效果最佳,污泥上清液中SCOD和TN、NH3-N、多聚糖、蛋白质的质量浓度分别增至1.461g/L和99.5、30.3、137.5、256.3mg/L.将SBR的剩余污泥进行Fenton氧化处理并回流,表观污泥产率从对照组的0.4g/g降低到了0.23g/g,产泥量减少42.2%.Fenton破解污泥回流对SBR的SCOD和TN去除效果无明显影响,增强了TP的去除,对NH3-N去除略有降低.可为Fenton破解剩余污泥回流至SBR实现污泥减量提供基础依据. The excess sludge was disintegrated by Fenton oxidation ,and the optimal parameters of the Fenton disruption were determined by orthogonal jar experiments in sequencing batch reactor (SBR). The results indicated that, when the sludge initial pH was 3, H2O2 and Fe2+ dosage was 5 mL/L and 0.25 g/L respectively, and reaction time was 90 min, the Fenton oxidation disintegration had the best effect. The SCOD, and mass concentration of TN, NH3-N, polysaccharide, protein in supernatant liquid increased to 1.461 g/L and 99.5 mg/L, 30.3 mg/L, 137.5 mg/L, 256.3 mg/L respectively. The excess sludge pretreated by Fenton oxidation treatment and returned into the SBR system, the observed biomass yield of the sludge decreased from 0.4 to 0.23 g/g, the sludge output reduced by 42.2%. Although sludge return by Fenton disintegration resulted in a slight reduce of NH3-N removal while had no effect on SCOD and TN removal, and increased the removal rate of TP at the same time. It provides a basis for Fenton to solve the sludge reduction of residual sludge reflow to SBR system.
作者 孟程程 薛罡 MENG Chengcheng;XUE Gang(College of Environmental Science and Engineering,Donghua University,Shanghai 201620,China)
机构地区 东华大学
出处 《水处理技术》 CAS CSCD 北大核心 2019年第6期101-105,共5页 Technology of Water Treatment
关键词 Fenton破解 序批式活性污泥法反应器 污泥减量 Fenton disintegration SBR sludge reduction
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  • 1何文远,杨海真,顾国维.酸处理对活性污泥脱水性能的影响及其作用机理[J].环境污染与防治,2006,28(9):680-682. 被引量:54
  • 2余杰,田宁宁,王凯军,任远.中国城市污水处理厂污泥处理、处置问题探讨分析[J].环境工程学报,2007,1(1):82-86. 被引量:198
  • 3Pujol J H, Canler J P. Le foisonnement des boues activees: situation du probleme en France[J]. T S M Leau, 1989, 1:19--24. 被引量:1
  • 4Andreadakis A D. Physical and Chemical properties of activated sludge floc[J]. Wat Res, 1993, 27:1707--1714. 被引量:1
  • 5Eriksson L, Alm B. Study of flocculation mechanisms by observing effects of a complexing agent on activated sludge properties[ J].War Sci Tech, 1991, 24(7): 21--28. 被引量:1
  • 6Eriksson L, Hardin A M. Settling properties of activated sludge related to floc structure[J]. War Sci Tech, 1984, 16:55--68. 被引量:1
  • 7Jorand F, Zartaran F, Thomas F, et al. Chemical and structural (2D) linkage between bacteria within activated sludge flocs[J].War Res, 1995, 29:1639--1647. 被引量:1
  • 8Steiner A E, McLaren D A, Forster C F. The nature of activated sludge flocs[J]. War Res, 1976, 10:25--30. 被引量:1
  • 9Urbain V, Block J C, Manem J. Bioflocculation in activated sludge: an analytic approach[J]. Wat Res, 1993, 27:829--838. 被引量:1
  • 10Bruus J H, Nielsen P H, Keiding K. On the stability of activated sludge flocs with implications to dewatering[J]. War Res, 1992,26:1597--1604. 被引量:1

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