DocumentCode
1713964
Title
Brewery wastewater treatment by three-phase bio-fluidized bed
Author
Huang, Jiguo ; Wang, Yu ; Xia, Tingting ; Li, Sen
Author_Institution
Key Lab. of Groundwater Resources & Environ., Jilin Univ., Changchun, China
Volume
4
fYear
2011
Firstpage
3204
Lastpage
3207
Abstract
Brewery wastewater treatment by three-phase bio-fluidized bed was studied, as well as the effects of aeration quantity and hydraulic stay time. It was found that the optimal aeration quantity is 0.25 m3/h, and the optimal hydraulic stay time is 1.5 h. Under such operating condition, the average removal ratio of COD reached above 85% and the biological concentration reached 28.31 mg/L. It is proved that the bio-membrane is active and the reactor has strong capability to resist impact load.
Keywords
biomembranes; bioreactors; breweries; fluidised beds; wastewater treatment; COD removal ratio; aeration quantity; biological concentration; biomembrane; brewery wastewater treatment; impact load; optimal hydraulic stay time; reactor; three-phase biofluidized bed; Biomass; Inductors; Microorganisms; Testing; Wastewater; Wastewater treatment; biological concentration; brewery wastewater treatment; three-phase bio-fluidized bed;
fLanguage
English
Publisher
ieee
Conference_Titel
Water Resource and Environmental Protection (ISWREP), 2011 International Symposium on
Conference_Location
Xi´an
Print_ISBN
978-1-61284-339-1
Type
conf
DOI
10.1109/ISWREP.2011.5893563
Filename
5893563
Link To Document