DocumentCode
3319616
Title
Notice of Retraction
Characterizations of Chromium Adsorption of Anaerobic Granular Sludge in Wastewater
Author
Xu Hong-ying ; Wang Mu-hua ; Su Bin-nan
Author_Institution
Sch. of Environ. & Safety, Taiyuan Univ. of Technol., 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.
In this study the characteristics of Chromium (Cr (VI)) adsorption of anaerobic granular sludge in wastewater as well as the environmental factors that influenced on the adsorption efficiency were investigated using the static sequencing batch method in a laboratory condition. The results showed that the anaerobic granular sludge had strong and fast speed adsorption capacity for Cr (VI) adsorption in wastewater. The adsorption equilibrium could be reached in 120 min, and the maximum adsorption rate was 98.1%. The adsorption process fitted to the Pseudo-second Order Adsorption Kinetics Model. The pH value was the most important factor affecting Cr (VI) adsorption. In a neutral or light acidic condition, the adsorption rate was high. However, when the pH value was greater than 8 or less than 4, the adsorption efficiency declined. Temperature was another factor affecting adsorption but its effect was small. The amount of anaerobic granular sludge used also had a significant effect on Cr (VI) adsorption. A dose of 30 ml sludge could get the best adsorption efficiency. Our results suggest the anaerobic granular sludge is a potential Cr (VI) cleaner in wastewater.
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.
In this study the characteristics of Chromium (Cr (VI)) adsorption of anaerobic granular sludge in wastewater as well as the environmental factors that influenced on the adsorption efficiency were investigated using the static sequencing batch method in a laboratory condition. The results showed that the anaerobic granular sludge had strong and fast speed adsorption capacity for Cr (VI) adsorption in wastewater. The adsorption equilibrium could be reached in 120 min, and the maximum adsorption rate was 98.1%. The adsorption process fitted to the Pseudo-second Order Adsorption Kinetics Model. The pH value was the most important factor affecting Cr (VI) adsorption. In a neutral or light acidic condition, the adsorption rate was high. However, when the pH value was greater than 8 or less than 4, the adsorption efficiency declined. Temperature was another factor affecting adsorption but its effect was small. The amount of anaerobic granular sludge used also had a significant effect on Cr (VI) adsorption. A dose of 30 ml sludge could get the best adsorption efficiency. Our results suggest the anaerobic granular sludge is a potential Cr (VI) cleaner in wastewater.
Keywords
adsorption; chemical engineering; chromium; sludge treatment; wastewater treatment; anaerobic granular sludge; chromium adsorption process; environmental factors; pseudosecond order adsorption kinetics model; static sequencing batch method; wastewater treatement; Biology; Chromium; Environmental factors; Ions; Kinetic theory; Wastewater;
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.2011.5780141
Filename
5780141
Link To Document