DocumentCode
2508066
Title
Experimental Research on Coke-Plant Wastewater Treatment by Hybrid Bio-Reactor
Author
Qi Pei-Shi ; Zhao Yue-Long ; Yang Yun-Long ; Wu Haiyan
Author_Institution
State Key Lab. of Urban Water Resource & Environ., HIT, Harbin, China
fYear
2009
fDate
11-13 June 2009
Firstpage
1
Lastpage
5
Abstract
Phase hybrid bio-reactor (HBR) was used in treating coke-plant wastewater by adding submerging fiber-ball fillers in suspended growth activated sludge. The optimum operation parameters for the highest performance were determined. It is found that the hybrid biological reactor works well for the coke plant wastewater treatment in terms of COD, NH4 +-N and other refractory organic compounds removal efficiency. Compared with conventional activated sludge system, the removal rate of COD and NH4 +-N and the nitrating rate are higher and more stable in the hybrid biological reactor. COD of effluent is less than 75 mg/L and the removal rate of COD and NH4 +-N can be up to 95.0% and 92.5% when influent COD and NH4 +-N are less than 700 mg/L and 300 mg/L, respectively. In this way, the quality of effluent concentration can reach the first class of the disposal standards ( COD les 100 mg/L ) .
Keywords
ammonia; bioreactors; coke; effluents; industrial plants; industrial waste; nitrogen; organic compounds; sludge treatment; waste disposal; wastewater treatment; water quality; COD removal rate; NH4 +-N; activated sludge system; coke-plant wastewater treatment; disposal standard; effluent COD; effluent concentration quality; hybrid bio-reactor; refractory organic compounds removal efficiency; submerging fiber-ball filler; Biomass; Civil engineering; Effluents; Electric shock; Inductors; Microorganisms; Organic compounds; Stability; Wastewater treatment; Water resources;
fLanguage
English
Publisher
ieee
Conference_Titel
Bioinformatics and Biomedical Engineering , 2009. ICBBE 2009. 3rd International Conference on
Conference_Location
Beijing
Print_ISBN
978-1-4244-2901-1
Electronic_ISBN
978-1-4244-2902-8
Type
conf
DOI
10.1109/ICBBE.2009.5162817
Filename
5162817
Link To Document