This paper presents the design and operational performance data of an anaerobic/aerobic hybrid side-stream Membrane Bioreactor (MBR) process for treating paper mill effluent operated over a 6 month period. The paper mill effluent stream was characterized by a chemical oxygen demand (COD) range of between 1,600 and 4,400 mg/L and an average BOD of 2,400 mg/L. Despite large fluctuations in COD feed concentration, stable process performance was achieved. The anaerobic Expanded Granular Sludge Bed (EGSB) pre-treatment step effectively lowered the organic loading by 65 to 85%, thus lowering the MBR COD feed concentration to consistently below 750 mg/L. The overall MBR COD removal was consistent at an average of 96%, regardless of the effluent COD or changes in the hydraulic retention time (HRT) and organic loading rate (OLR). Combining a high-rate anaerobic pre-treatment EGSB with a Modified Ludzack–Ettinger (MLE) MBR process configuration produced a high quality permeate. Preliminary NF and RO results indicated an overall COD removal of around 97 and 98%, respectively.
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Research Article|
April 01 2012
Treatment of paper mill effluent using an anaerobic/aerobic hybrid side-stream Membrane Bioreactor
M. S. Sheldon;
1Cape Peninsula University of Technology, P.O. Box 652, Cape Town 8000, South Africa
E-mail: [email protected]
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P. J. Zeelie;
P. J. Zeelie
2Atl-Hydro, P.O. Box 22354, Fish Hoek 7974, South Africa
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W. Edwards
W. Edwards
2Atl-Hydro, P.O. Box 22354, Fish Hoek 7974, South Africa
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Water Sci Technol (2012) 65 (7): 1265–1272.
Article history
Received:
July 20 2011
Accepted:
November 16 2011
Citation
M. S. Sheldon, P. J. Zeelie, W. Edwards; Treatment of paper mill effluent using an anaerobic/aerobic hybrid side-stream Membrane Bioreactor. Water Sci Technol 1 April 2012; 65 (7): 1265–1272. doi: https://doi.org/10.2166/wst.2012.007
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