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反应沉淀一体式矩形环流装置处理低C/N值污水 被引量:4

Treatment of Low C/N Ratio Wastewater Using Reaction-precipitation Integrative Rectangular Airlift Loop Reactor
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摘要 反应沉淀一体式矩形环流生物反应器(RPIR)具有污泥自动回流功能,有利于硝化茵及反硝化菌的截留和富集,且能够充分利用碳源。在常温下采用该工艺处理低C/N值城市污水,当进水COD为212~538mg/L、C/N为2.6~10.8(平均为5.4)并控制反应区混合液的DO为1.0mg/L左右时,就投加悬浮填料和不投加悬浮填料两种情况下的除污效果进行了对比。在HRT为4h、MLSS为10000mg/L左右的条件下,当不投加悬浮填料时,反应器对COD、NH3-N和TN的平均去除率分别为84.8%、67.6%和42.3%,而投加悬浮填料以后,对这三者的平均去除率分别提高到89.9%、79.3%和63.8%,脱氮容量也从0.09提高到0.13,说明投加悬浮填料能够强化脱氮效率。 Reaction-precipitation integrative rectangular airlift loop reactor (RPIR) has an automatic sludge return function, which contributes to the accumulation of nitrobacteria and denitrifiers, and makes full use of carbon source. The RPIR was used for the treatment of municipal wastewater with low C/N ratio at normal temperature. When the influent COD is 212 to 538 mg/L, C/N is 2.6 to 10.8 (average of 5.4), and DO is 1.0 mg/L, the pollutant removal efficiencies with and without suspended carriers were compared. Under the conditions of HRT of 4 h and MLSS of 10 000 mg/L, the removal rates of COD, NH3 - N and TN in the reactor without suspended carriers are 84.8% , 67.6% and 42.3% respectively, while those in the reactor with suspended carriers are 89.9% , 79.3% and 63.8%. After adding suspended carriers, the nitrogen removal capacity is increased from 0.09 to 0.13, showing that the nitrogen removal efficiency is enhanced.
出处 《中国给水排水》 CAS CSCD 北大核心 2010年第5期12-15,共4页 China Water & Wastewater
基金 深圳市南山区科技局科技计划项目(南科院2007003)
关键词 一体式矩形环流装置 生活污水 低碳氮比 悬浮填料 integrative rectangular airlift loop reactor domestic sewage low C/N ratio suspended carrier
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  • 1谢珊,李小明,曾光明,杨国靖,杨麒.SBR系统中好氧颗粒污泥脱氮特性研究[J].中国环境科学,2004,24(3):355-359. 被引量:21
  • 2陈筛林,范轶,杨海光,丁富新.环流反应器生化处理皂化废水研究[J].现代化工,2004,24(8):30-32. 被引量:3
  • 3王淑莹.论间歇式活性污泥法的自动控制[J].哈尔滨建筑工程学院学报,1995,28(1):132-134. 被引量:12
  • 4刘淑杰,陈桂红,阎武,廖小艳,陈福明,刘伟强.反应沉淀一体式矩形环流生物反应器的传氧特性研究[J].环境工程学报,2007,1(5):55-59. 被引量:3
  • 5国家环保局.水和废水监测分析方法(第3版)[M].北京:中国环境科学出版社,1989.246-251.
  • 6[1]H.Ф deegaard.Advanced compact wastewater treatment based on coagulation and moving bed biofilm processes.Water Science and Technology Vo142 No12 pp33~48
  • 7[5]M.X.Loukidou,A.I.Zouboulis.Comparision of Biological Treatment Processes using Attached-growth Biomass for Sanitary Landfill Leachate Treatment.Environmental Pollution 111(2001):273~281
  • 8[8]Yutaka Suzuki et al,Development of Simulation Model for a Combined Activated-Sludge and Biofilm Process to Remove Nitrogen and Phosphorus Water Environment Research Vo1.71 No.4 1999.7/8 pp388~397
  • 9[9]H.Helness,H.Qd egaard Biological Phosphorus Removal in a Sequencing Batch Moving Bed Biofilm Reactor.Water Science & Technology Vo1.40,No,4~5,pp:161~168
  • 10[10]G.Andreottola et al.Upgrading of a Small Wastewater Treatment Plant in a Cold Climate Region Using a Moving Bed Biofilm Reater(MBBR) System.Water Science & Technology Vo141 No 1 pp177~185

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