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Supervised by Ministry of Industry and Information Technology of The People's Republic of China Sponsored by Harbin Institute of Technology Editor-in-chief Yu Zhou ISSNISSN 1005-9113 CNCN 23-1378/T

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Related citation:WANG Zheng,WANG Lin,WANG Bao-zhen,LIU Shuo,IANG Yi-feng.Experimental study on zero excess sludge production process with ozonation unit in MBR process[J].Journal of Harbin Institute Of Technology(New Series),2010,17(1):42-46.DOI:10.11916/j.issn.1005-9113.2010.01.008.
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Experimental study on zero excess sludge production process with ozonation unit in MBR process
Author NameAffiliation
WANG Zheng School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China 
WANG Lin School of Environmental Science and Engineering, Ocean University of China, Qingdao 266003, China 
WANG Bao-zhen School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China 
LIU Shuo School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China 
IANG Yi-feng College of Biological and Environmental Engineering, Zhejiang University of Technology, Hangzhou 310032, China 
Abstract:
In order to investigate the influence factors of zero excess activated sludge (EAS) process by ozonation, a 100 L membrane bioreactor coupled with a sludge ozonation unit (MBR-SO) was performed for 80 d without EAS wasting. Some mathematical models were developed to elucidate the relationship between process parameters and the operating effects. It is considered that the sludge lysing ratio (ξ), produced COD per unit mass lysed MLSS (η), observed sludge yield coefficient (Yobs) and intrinsic yield coefficient for COD produced by lysed sludge (Y2) significantly affect the flowrate to ozonation unit (q). When q is 0.0067 times of influent flowrate (Q) and ξ is about 0.72 for each batch ozonation, a relatively stable MLSS concentration of 8168 mg/L and zero Yobs are achieved in the MBR-SO system. The calculation of sludge disintegration number indicates that the high ξ can apparently decrease the sludge amount needed for ozonation. At the same ozone dose, the low input ozone concentration and high flowrate can enhance the sludge lysing effects and a low energy consumption of 0.041 Yuan/m3 wastewater is obtained.
Key words:  excess activated sludge  ozonation  MBR  modeling  economic analysis
DOI:10.11916/j.issn.1005-9113.2010.01.008
Clc Number:X703.1
Fund:

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