期刊文献+

臭氧处理剩余污泥上清液中氮磷元素的释放与回收 被引量:5

Nitrogen and Phosphorus Release and Recovery from Sewage Sludgeby Ozone Treatment
原文传递
导出
摘要 采用SBR反应器处理污水,对剩余污泥的氮磷元素释放与回收进行了分析。稳定运行中COD去除率均为88.7%,出水达到城镇污水二级排放标准;出水氨氮、正磷酸盐浓度分别为9.8,2.7 mg/L;臭氧对剩余污泥氮、磷元素的吹脱作用均小于其氧化作用,吹脱作用对氨氮、磷元素释放率的贡献值分别<6.50%和3.40%。经臭氧氧化后,氨氮浓度由9.56 mg/L 迅速增加至23.58 mg/L,释放率为146.75%;磷的浓度在2.93~3.30 mg/L变化,释放率为12.79%,臭氧氧化过程氨氮的释放作用明显高于磷,磷的总体浓度变化平稳,释放率呈现波动趋势;用磷酸铵镁法对臭氧处理上清液中氮磷进行回收,氨氮回收率达6.18%,磷回收率为97.8%,达到了对磷高效回收的目的。 By sequencing batch reactor (SBR), nitrogen and phosphorus release and recovery from sewage sludge are analyzed. At stable operation, the average COD removal rate is 88.7%, meeting the requirements of secondary emission standards of urban wastewater; The effluent concentration of ammonia nitrogen and orthophosphate is 9.8 mg/L and 2. 7 mg/L, respectively; The effect of strip- ping action of ozone is lower than oxidation, the release rates of ammonia nitrogen and phosphorus under stripping action are less than 6. 50% and 3.40%, respectively ; After ozone oxidation, ammo- nia nitrogen concentration increases from 9.56 mg/L to 23.58 mg/L rapidly, with the release rate of 146.75% ; Phosphorus concentration increases from 2.93 mg/L to 3.30 mg/L, with the release rate of 12.79%. The releasing effect of ammonia nitrogen is obviously higher than that of phosphorus in ozone oxidation process, and the concentration changes of phosphorus are smooth, showing a fluctua- ting trend ; Magnesium ammonium phosphate method ( MAP ) is used to recover nitrogen and phos- phorus of ozone treatment, ammonia nitrogen recovery rate is 6. 18%, and the phosphorus recovery rate is 97.8%, reaching the purpose of recycling phosphorus efficiently.
出处 《吉林农业大学学报》 CAS CSCD 北大核心 2014年第6期685-689,共5页 Journal of Jilin Agricultural University
基金 吉林省教育厅"十二五"科学技术研究项目[吉教科合字(2014)第650号]
关键词 剩余污泥 氮磷回收 磷酸铵镁沉淀法 磷释放 臭氧氧化 sewage sludge nitrogen and phosphorus recovery magnesium ammonium phosphate method ( MAP ) phosphorus release ozone oxidation
  • 相关文献

参考文献12

  • 1Sakai Y, Fukase T, Yasui H, et al.An actizated sudge process without excess sludge production[ J ] .Water Science and Tech- nology, 1997,36( 11 ) : 163-170.
  • 2Low E W, Chase H A. Reducing production of excess biomass during wastewater treatment [ J ]. Water Research, 1999, 33 (5) :1119-1132.
  • 3Muller J A, Winter A, Stunkmann G. Investigation and assess- mentor sludge pre-treatment processes [ J ]. Water Science and Technology ,2004,49 : 97-104.
  • 4Burkholder J, Libra B, Weyer P, et al. Impacts of CAFOs on water quality [ J ]. Environmental Health Perspectives, 2007, 115: 308-312.
  • 5赵玉鑫,尹军,于合龙,王立军,王剑寒.污泥臭氧氧化破解影响因素研究[J].吉林农业大学学报,2010,32(5):523-527. 被引量:19
  • 6马秀兰,张凤君,周兰影,田珍,田娇.不同MLSS对低温低碳氮比污水处理效果的影响[J].吉林农业大学学报,2009,31(6):733-737. 被引量:5
  • 7Doyle J D, Parsons S A.Struvite formation, control and recovery [ J ]. Water Research,2002,36 : 3925-3940.
  • 8国家环境保护局《水和废水监测分析法》编委会.水和废水监测分析方法[M].4版.北京:中国环境科学出版社,2002.
  • 9Lin S H,Wu C L.Removal of nitrogenous compounds from a- queous solution by ozonation and ion exchange [ J ]. Water Re- search, 1996,30(8) : 1851-1857.
  • 10Kasprzyk-Hordern B, Ziolek M, Nawrocki J. Catalytic ozona- tion and methods of enhancing molecular ozone reactions in water treatment [ J ]. Applied Catalysis B : Environmental, 2003,46 (4) : 639-669.

二级参考文献61

共引文献30

同被引文献65

引证文献5

二级引证文献16

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