DocumentCode
526935
Title
Notice of Retraction
Optimization design of membrane bio-reactor (MBR) in Nanjiang oily wastewater treatment plant of Tianjin port
Author
Guoyi Li ; Yanjie Wei ; Bin Wang ; Wei Du
Author_Institution
Key Lab. of Environ. Protection in Water Transp. Eng. Minist. of Commun., Tianjin Res. Inst. of Water Transp. Eng., Tianjin, China
Volume
2
fYear
2010
fDate
17-18 July 2010
Firstpage
215
Lastpage
218
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.
Based on the model proposed by Yusuf Chisti-Murray Moo Young, effects of aeration rate and MBR structure on cross-flow velocity along membrane surface were investigated for optimization design of MBR. When the aeration rate and cross-sectional area were 200m3/h and 3.9m2 respectively, a cross-flow velocity of 1.25m/s was achieved in the MBR. Due to this higher cross-flow velocity, Transmembrane Pressure (TMP) of MBR was less than 0.03MPa throughout the one-year operation time, which mitigated membrane fouling and contributed to the system stability.
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.
Based on the model proposed by Yusuf Chisti-Murray Moo Young, effects of aeration rate and MBR structure on cross-flow velocity along membrane surface were investigated for optimization design of MBR. When the aeration rate and cross-sectional area were 200m3/h and 3.9m2 respectively, a cross-flow velocity of 1.25m/s was achieved in the MBR. Due to this higher cross-flow velocity, Transmembrane Pressure (TMP) of MBR was less than 0.03MPa throughout the one-year operation time, which mitigated membrane fouling and contributed to the system stability.
Keywords
biomembranes; bioreactors; design engineering; maintenance engineering; optimisation; wastewater treatment; MBR structure; Nanjiang oily wastewater treatment plant; Tianjin Port; Yusuf Chisti-Murray Moo Young; aeration rate effects; cross-flow velocity; cross-sectional area; membrane bio-reactor; membrane fouling; membrane surface; optimization design; system stability; transmembrane pressure; Biomembranes; Board of Directors; Cleaning; Equations; Microscopy; Stability analysis; Wastewater; MBR; aeration rate; cross-flow velocity; oily wastewater; reactor structure;
fLanguage
English
Publisher
ieee
Conference_Titel
Environmental Science and Information Application Technology (ESIAT), 2010 International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-7387-8
Type
conf
DOI
10.1109/ESIAT.2010.5567231
Filename
5567231
Link To Document