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一种高速反硝化颗粒污泥的培养 被引量:6

Cultivation of a high rate denitrifying granular sludge
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摘要 以葡萄糖为碳源,在USB反应器内接种好氧活性污泥在40 d内培养出良好的反硝化颗粒污泥。颗粒污泥形成经历了2个阶段:起始阶段,接种的好氧活性污泥中非反硝化菌逐渐衰亡演变为“惰性固体”,与原有的固体一起,成为反硝化菌附着生长的载体,与此同时,反硝化菌在载体表面渐渐繁殖,形成细颗粒污泥;随后,反硝化菌在细颗粒污泥表面不断增殖,颗粒长大,发育成为成熟的颗粒污泥。成熟的颗粒污泥密实,表面均为杆状菌,且排列紧密,当污泥床容积负荷为19.1 g N/L.d时,去除率高达98.4%(N)。 Well-formed denitrifying granular sludge was obtained within 40 days, when aerobic activated sludge was inoculated with glucose as carbon source in USB reactor, that came through two phases: at first, nondenitrifying bacteria in the activated sludge became feeble and died and turned into inert solids, which, along with existing solids in the inoculated sludge, became original carriers for denitrifying bacteria propagating, as well as denitrifying bacteria proliferated on the surface of these carriers and fine granules gradually emerged ; then denitrifying bacteria kept on multiplying on the surface of fine granules, so that granule grew up into mature granular sludge in size. Only bacillus aggregated densely on the surface of mature granule and when loading rate of sludge bed was 19.1 g N/L . d, nitrate removal rate was 98.4%.
出处 《环境污染治理技术与设备》 CSCD 北大核心 2006年第8期52-56,共5页 Techniques and Equipment for Environmental Pollution Control
基金 上海市科技攻关项目(03232019)
关键词 反硝化 颗粒污泥 细颗粒污泥 载体 USB denitrification granular sludge fine granule carriers USB
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参考文献15

  • 1Lettinga G.,Van Velsen A.F.M.,Hobma S.W.,et al.Use of the upflow sludge blanket (UASB) reactor concept for biological wastewater treatment,especially for anaerobic treatment.Biotechnology and Bioengineering,1980,22:699 ~ 734 被引量:1
  • 2Seghezzo L.,Zeeman G.,Van Lier J.B.,et al.A review:The anaerobic treatment of sewage in UASB and EGSB reactors.Bioresource Technology,1998,65:175~190 被引量:1
  • 3Van Lier J.B.,Van Der ZeeF.P.,TanN.C.G.,Rebac S.et al.Advances in high-rate anaerobic treatment:Staging of reactor systems.Wat.Sci.Tech.,2001,44(8):15 ~25 被引量:1
  • 4Miyaji Y.,Kato.K.Biological treatment of industrial waste water by using nitrate as oxygen source.Wat.Res.,1975,9:95 ~ 101 被引量:1
  • 5Klapwijk A.,Van Der Hoeven J.C.M.,Lettinga G.Biological denitrification in an upflow sludge blanket reactor.Wat.Res.,1981,15:1~6 被引量:1
  • 6Mosquera-Corral A.,Sanchez M.,Campos J.L,Mendez R.Simultaneous methanogenesis and denitrification of pretreated effluents from a fish canning industry.Wat.Res.,2001,35(2):411 ~418 被引量:1
  • 7Bhatti Z.I.,Sumida K.,Rouse J.D.,Furukawa K.Characterization of denitrifying granular sludge treating soft groundwater in an upflow sludge-blanket reactor.Journal of Bioscience and Bioengineering,2001,91 (4):373~377 被引量:1
  • 8Schmidt J.E.,Ahring B.K.Granular sludge formation in upflow sludge blanket (UASB) reactors.Biotech.and Bioeng.,1996,49:229 ~ 246 被引量:1
  • 9Sayed S.,Van Campen L.,Lettinga G.Anaerobic treatment of slughterhouse waste using a granular sludge UASB reactor.Biological Wastes,1987,21:11 ~ 28 被引量:1
  • 10Lettinga G.,Pol L.W H.UASB-process design for various types of wastewaters.Wat.Sci.Technol.,1991,24 (8):87 ~ 107 被引量:1

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