期刊文献+

Sludge ozonation and its effect on performance of submerged membrane bio-reactor 被引量:2

Sludge ozonation and its effect on performance of submerged membrane bio-reactor
下载PDF
导出
摘要 To investigate the effects of ozonation on minimizing the excess sludge and enhancing the nitrogen removal in an effluent, batch and continuous experiments in two MBRs with and without sludge ozonation ( namely combined and reference run) were carried out. Through ozonation at a dose of 0. 16 mg O3/mg MLVSS, 53.1% of the treated MLVSS was solubilized, and soluble SCOD/TN ratio of ozonized sludge (OS) was about 8. 6 due to the release of cellular nitrogen-contained materials and SCOD loss by ozone mineralization. In addition, the results of batch nitrification and denitrification tests with OS supernatant indicated that solubilized sludge could act as a reducing power for denitrification and a nitrogen source for nitrification. 40-day operation of-two MBR systems demonstrated that the recirculation of OS into a bioreaetor enabled the combined system have two advantages over the control one. The observed sludge yield (Yobs) was decreased from 0. 13 to 0. 06g MLSS/g COD, while the nitrogen removal was increased from 64. 6% to 72. 3%. And sludge ozonation elevated the inorganic fraction of MLSS, but did not impact sludge activities. To investigate the effects of ozonation on minimizing the excess sludge and enhancing the nitrogen removal in an effluent,batch and continuous experiments in two MBRs with and without sludge ozonation (namely combined and reference run) were carried out. Through ozonation at a dose of 0.16 mg O3/mg MLVSS,53.1% of the treated MLVSS was solubilized,and soluble SCOD/TN ratio of ozonized sludge (OS) was about 8.6 due to the release of cellular nitrogen-contained materials and SCOD loss by ozone mineralization. In addition,the results of batch nitrification and denitrification tests with OS supernatant indicated that solubilized sludge could act as a reducing power for denitrification and a nitrogen source for nitrification. 40-day operation of two MBR systems demonstrated that the recirculation of OS into a bioreactor enabled the combined system have two advantages over the control one. The observed sludge yield (Yobs) was decreased from 0.13 to 0.06g MLSS/g COD,while the nitrogen removal was increased from 64.6% to 72.3%. And sludge ozonation elevated the inorganic fraction of MLSS,but did not impact sludge activities.
出处 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2007年第6期807-811,共5页 哈尔滨工业大学学报(英文版)
关键词 sludge ozonation membrane bioreactor (MBR) excess sludge NITROGEN 泥浆 膜生物反应器 剩余污泥 氮气
  • 相关文献

参考文献11

  • 1HE Sheng bing, WANG Bao zhen, WANG Lin, JIANG Yi feng, ZHANG Li\|qiu (School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China..A novel approach to treat combined domestic wastewater and excess sludge in MBR[J].Journal of Environmental Sciences,2003,15(5):674-679. 被引量:6
  • 2Ahn K H,,Yeom I T,Park K Y,et al.Reduction of sludge by ozone treatment and production of carbon source for denitrification[].Wat Sci Tech.2002
  • 3Cui R,,Jahng D.Nitrogen control in AO process with re-circulation of solubilized excess[].Wat Res.2004
  • 4Jung J,,Xing X H,Matsumoto K.Kinetic analysis of dis-ruption of excess sludge by Dyno Mill and characteristics of protein release for recovery of useful materials[].Biochemical Engineering.2001
  • 5Saiki Y,Imabayashi S,Iwabuchi C,et al.Solublization of excess activated sludge by self-digestion[].Wat Res.1999
  • 6Carberry J J,Fair J R,Peter M S,et al.Biochemical En-gineering Fundamentals[]..1986
  • 7Yu Liu,,Joo-Hwa Tay.Strategy for mini mization of excess sludge production from the activated sludge process[].Biotechnology Advances.2001
  • 8W eem es M,G rootaerd H,S im oens F,et al.Anaerob icd igestion of ozonized b ioso lids[].Water Research.2000
  • 9Yasui H,Shibata M.An innovative approach to reduce excess sludge production in the activated sludge process[].Water Science and Technology.1994
  • 10.A novel approach to treat combined domestic wastewater and excess sludge in MBR[].Journal of Arid Environments.2003

二级参考文献7

  • 1Brennan R, Nirmalakhandan N, 1999. Evaluation of ozonation and cryptic growth for biosolids management in wastewater treatment[J]. Wat Sci Tech, 39(10---11): 155--158.
  • 2Castillo A, Cecchi F, Mata-Alvarez J, 1997. A combined anaerobic-aerobic system to treat domestic sewage in coastal aeras[J]. Wat Res, 31 (12) : 3057--3063.
  • 3Chen G H, Mo H K, Saby S et al., 2000. Minimization of activated sludge production by chemically stimulated energy spilling[J]. Wat Sci Tech, 42 (12): 189--200.
  • 4Hamer G, 1985. Lysis and cryptic growth in wastewater and sludge treatment process[J]. Acta Biotech, (2) : 117--127.
  • 5Mason C A, Hamer G, 1987. Cryptic growth in ldebsiella pneumoniae[J]. Appl Microb Biotechnol, 25: 577--584.
  • 6MUnch E V, Lant P A, Keller J, 1996. Simultaneous nitrification and denitrification in bench-scale sequencing batch reactors[J]. Wat Sci Tech, 30(2): 277--284.
  • 7Silva D G V, Urbain V, Abeysinahe D H et al. 1998. Advanced analysis of membrane-bioreactor performance with aerobic-anoxic cycling [J]. Wat Sci Tech, 38(4--5) : 505--512.

共引文献5

同被引文献21

引证文献2

二级引证文献13

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