DocumentCode :
3336268
Title :
Notice of Retraction
Comparative Study of Actual Coking Wastewater Treatment in Micro-Aerobic EGSB Reactor for Continuous and Intermittent Oxygenation
Author :
Dong Chunjuan ; Zhang Qi ; Li Wenying
Author_Institution :
Dept. of Environ. Eng., Taiyuan Univ., Taiyuan, China
fYear :
2011
fDate :
10-12 May 2011
Firstpage :
1
Lastpage :
4
Abstract :
Notice of Retraction

After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.

We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.

The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.

The objectives of this works were the examination of the performance of different oxygenation ways for the micro aerobic EGSB reactor treating actual coking wastewater, two oxygenation methods i.e. A and B were employed. For method A, dissolved O2 was supplied to the reactor A (RA) through a continuous oxygenation way, and for method B, the intermittent oxygenation way was used and different dissolved O2 was supplied to the granule sludge bed in the reactor B (RB). Superficial flow rate and recycle ratio of 3.0m·h-1 and 22.3 were employed to offer a suitable hydraulic condition. The OLR was 1.1-2.4kgCOD·m-3·d-1 with an influent flow of 1.0L·h-1 and a HRT of 12.0h. With influent COD, phenols, cyanide (CN), thiocyanate (SCN) and ammonia (NH3) concentration of 555-1220, 10.1-93.2, 0.26-61.2, 66.7-161.3 and 74.1-263.1mg·L-1, in RA, the COD, phenols, CN, SCN and NH3 removal efficiency were 73.8, 99.8, 97.5, 88.7 and 32.6%, and only 63.4, 99.3, 97.0, 46.0 and 10.1% for RB. Moreover, in RA, larger granules and higher sludge concentration could attain, the percentage of granules with d>;0.45mm and d>;1.0mm was 40.6% and 26.5% along with 24.2gVSS·L-1, and only 26.5%, 5.2% and 14.9 gVSS·L-1 for RB. The experimental results showed that both methods could run well when treating actual coking wastewater. Nevertheless, the RA could have comparat- vely high and stable operation effect.
Keywords :
ammonia; bioreactors; coke; dissolving; microorganisms; organic compounds; oxidation; recycling; sludge treatment; wastewater treatment; COD; actual coking wastewater treatment; ammonia; continuous oxygenation; cyanide; granule sludge bed; hydraulic condition; influent flow; intermittent oxygenation; microaerobic EGSB reactor; phenols; recycle ratio; sludge concentration; superficial flow rate; thiocyanate; Carbon; Effluents; Inductors; Microorganisms; Monitoring; Wastewater; Wastewater treatment;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Bioinformatics and Biomedical Engineering, (iCBBE) 2011 5th International Conference on
Conference_Location :
Wuhan
ISSN :
2151-7614
Print_ISBN :
978-1-4244-5088-6
Type :
conf
DOI :
10.1109/icbbe.2011.5781020
Filename :
5781020
Link To Document :
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