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污泥龄对LSP & PNR污泥减量新工艺运行效能的影响 被引量:17

Influence of sludge retention time on advanced sludge reduction process-LSP&PNR
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摘要 通过研究分析污泥龄(SRT)对富磷污水除磷的LSP&PNR污泥减量新工艺运行效果的影响,结果发现,延长污泥龄有利于提高系统的厌氧释磷能力,但不影响其总的除磷率,同时磷的回收比例增大,当SRT=50 d时,磷回收率取得最大值70.4%;LSP&PNR系统污泥龄增加,还有利于污泥产率的降低。试验还发现,排富磷污水除磷的长污泥龄LSP&PNR系统的除磷效率与污泥产率之间不存在制约关系,即系统可以同时获得优异的污泥减量与生物除磷效果,当SRT=50 d时,每降解1 kg COD仅产生0.143 kg污泥,而除磷率达最高值92.8%;LSP&PNR系统中SRT、DO与SVI之间存在一定的相关性,在供氧充足(DO=0.8-1.5 mg/L)条件下,SRT增加,SVI越高,但对于SRT为50 d的LSP&PNR系统,稳定运行时没有污泥膨胀之虞。 The influence of sludge age on the advanced sludge reduction LSP&PNR process with removing phosphorous by discharging phosphorous accumulating sewage was studied. The results show that extending sludge retention time (SRT) can improve the capability of anaerobic phosphorous release, while total phosphorous removal rate is not influenced by SRT. Meanwhile, the longer the SRT is, the lower sludge production (Ys) is. It also demonstrates that LSP&PNR system, in which phosphorous removal effect is not restricted by sludge production and vice versa, can achieve outstanding sludge reduction and phosphorous removal effect simultaneously in the condition of long SRT, that is, when SRT is 50 d, Y, can reach 0. 143 and phosphorous removal rate is up to the maximum 92.8%. Moreover, there are some correlations between SRT and SVI. Generally, when dissolved oxygen (DO) is sufficient (DO is higher than 0.8mg/L), the longer SRT is, the higher SVI. However, there is no need to worry about sludge bulking of LSP&PNR process with SRT being 50 d.
出处 《环境工程学报》 CAS CSCD 北大核心 2008年第1期105-109,共5页 Chinese Journal of Environmental Engineering
基金 国家自然科学基金资助项目(50278101) 重庆市2005年重点科技攻关项目(2005AB7030)
关键词 污泥减量 生物除磷 污泥龄 排富磷污水 sludge reduction biological phosphorous removal SRT discharging phosphorous accumulating sewage
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  • 1吉芳英,罗固源.排出厌氧富磷污水生物化学除磷脱氮ERP-SBR系统研究[J].水处理技术,2005,31(1):57-61. 被引量:20
  • 2王少坡,彭永臻,李军,甘一萍,王亚宜.CAST工艺处理低C/N废水中DO对NO_2^-积累的影响[J].哈尔滨工业大学学报,2005,37(3):344-347. 被引量:14
  • 3Fukase T,et al.The role of anaerobic stage on biological phosphorus removal[J]. Wat. Sci. Tech., 1985, 17: 69.
  • 4Henze M,Harrenmoes P,Jansen J L C,Aiwin E.Wastewater Treatment / Biological and Chemical Processes[M]. 2nd Edition.New York: Springer, 1997.
  • 5M Strous,et al.The sequencing batch reactor as a powerful tool for the study of slowly growing anaerobic ammonium-oxidizing microorganisms[J]. Microbial Biotechnol, 1998,50(4): 549-596.
  • 6[日]须藤隆一 俞辉群(译).水环境净化及废水处理微生物学[M].北京:中国建筑工业出版社,1988..
  • 7Peng D C, Nicolas B, Delgenes J P, et al. Granular Sludge- A Case Report[J]. Wat. Res., 1999,33(3) :890-903.
  • 8Casey T G, Wenzel M C, Ekama G A, et al. An hypothesis for the cause and control of anoxic- aerobic (AA) filament bulking in nutrient removal activated sludge systems[J]. Wat. Sci. Tech., 1994,29(7) :203 -212.
  • 9Ekama G A, Wenzel M C. Difficulties and development in biological nutrient removal technology and modeling [J]. Wat. Sci. Tech., 1999,39(6) : 1 - 11.
  • 10Andreasen K, Sigvardsen L. Experiences with Sludge Settleability in Different Process Alternatives for Nutrient Removal[J]. Wat. Sci.Tech., 1996, 33(12) : 137-146.

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