期刊文献+

低DO协同负荷引发的黏性膨胀和丝状菌膨胀 被引量:5

Activated sludge bulking initiated by cooperation of low DO and sludge loads
下载PDF
导出
摘要 为了研究低DO下负荷对污泥膨胀的影响,采用SBR反应器,在DO〈0.5 mg.L-1,pH 7.2~8.0,温度(23±0.5)℃,MLSS 3000~3500 mg.L-1,负荷分别为0.22、0.44、0.66 g COD.(g MLSS)-1.d-1的条件下,研究不同负荷下的SVI变化趋势、污泥膨胀类型、引发原因、耗氧速率、脱氮除磷效果与同步硝化反硝化率。结果显示,低DO下(〈0.5 mg.L-1),负荷0.22 g COD.(g MLSS)-1.d-1时未发生污泥膨胀,随着负荷升高,污泥沉降性恶化加快。并且不同负荷引发的污泥膨胀类型不同,在负荷0.66 g COD.(g MLSS)-1.d-1时发生黏性膨胀,而负荷0.44 g COD.(g MLSS)-1.d-1时发生丝状菌微膨胀。黏性膨胀时出水氨氮及磷去除效果变差,但丝状菌膨胀时出水水质并没有受到影响,且比吸磷速率更快,出水SS更低。未发生污泥膨胀时同步硝化反硝化率最大,丝状菌膨胀时次之,黏性膨胀时最小。SOUR过高时,很可能伴随着污泥沉降性变差和出水水质恶化。 The SVI,sludge bulking type,SOUR,the denitrification and dephosphorization efficiency,SND rate of activated sludge system were investigated in a sequencing batch reactor(SBR)at low DO loading(0.5 mg·L-1),pH 7.2—8.0,temperature(23±0.5)℃,MLSS 3000—3500 mg·L-1.The results showed that at low DO levels,the bulking of sludge is not observed at load of 0.22 g COD·(g MLSS)-1·d-1,while the deterioration of SVI accelerates and type of sludge bulking changes with the increase of sludge loads.At 0.66 g COD·(g MLSS)-1·d-1 loading,non-filamentous bulking of activated sludge is observed and the denitrification and dephosphorization efficiency goes down,but at 0.44 g COD·(g MLSS)-1·d-1 filamentous bulking takes place,the denitrification and dephosphorization efficiency keeps well,the rate of phosphorus absorption is faster,and SS in effluent is almost negligible.The SND rate is the maximum at no bulking of activated sludge,medium at having non-filamentous bulking,and minimum at filamentous bulking.If SOUR was over-high it is very possible to droop sludge settleability and to deteriorate water quality in effluent.
出处 《化工学报》 EI CAS CSCD 北大核心 2011年第7期2042-2048,共7页 CIESC Journal
基金 国家自然科学基金项目(50778005) 城市水资源与水环境国家重点实验室开放基金项目(QAK201006)~~
关键词 低DO 负荷 黏性膨胀 丝状菌膨胀 SOUR SND low DO sludge load non-filamentous activated sludge bulking filamentous activated sludge bulking SOUR SND
  • 相关文献

参考文献4

二级参考文献29

  • 1朱晓君,周增炎,高廷耀.低氧活性污泥法脱氮除磷工艺生产性研究[J].中国给水排水,1997,13(S1):12-16. 被引量:25
  • 2陈滢,彭永臻,杨向平,曾薇,刘秀红.低溶解氧SBR除磷工艺研究[J].中国给水排水,2004,20(8):40-42. 被引量:36
  • 3白璐,王淑莹,彭永臻,高守有.低溶解氧条件下活性污泥沉降性的研究[J].工业水处理,2006,26(5):54-56. 被引量:30
  • 4Cenens C, Smets I Y, Van Impe J F. Modeling the competition between flee-formlng and filamentous bacteria in activated sludge waste water treatment systems-Ⅱ. A prototype mathematical model based on kinetic selection and filamentous backbone theory [ J ]. Water Res, 2000, 34(9) :2535-2541.
  • 5Martins A M P, Heijnen J J, van Loosdrecht M C M. Effect of feeding pattern and storage on the sludge settleability under aerobic conditions [ J]. Water Res, 2003, 37 (11) : 2555-2570.
  • 6Martins A M P, Van Loosdrecht M C M, Heijnen J J. Effect of dissolved oxygen concentration on the sludge settleability [ J]. Appl Microbiol Biotechnol, 2003, 112(5-6) :586-593.
  • 7Allferi P, Vaher T, Carmela L. Influence of aeration and sludge retention time on ammonium oxidation to nitrite and nitrate [ J]. Water Res, 2002, 36: 2541-2546.
  • 8Wang J L, Yang N. Partial nitrification under limited dissolved oxygen conditions [ J]. Process Biochemistry, 2004, 39 (10) : 1223- 1229.
  • 9Peng Y Z, Chen Y, Peng C Y, et al. Nitrite accumulation by aeration controlled in sequencing batch reactors treating domestic wastewater [ J]. Water Sci Teeh, 2005, 50(10) : 35-43.
  • 10Hanaki K, Wantswin C, Ohgaki S. Nitrification at low levels of dissolved oxygen with and without organic loading in suspendedgrowth reactor [J]. Watter Sci Tech, 1990, 24(3) :297-301.

共引文献101

同被引文献85

引证文献5

二级引证文献14

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部