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In relation to this article, we declare that there is no conflict of interest.
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Received July 29, 2009
Accepted March 29, 2010
articles This is an Open-Access article distributed under the terms of the Creative Commons Attribution Non-Commercial License (http://creativecommons.org/licenses/bync/3.0) which permits unrestricted non-commercial use, distribution, and reproduction in any medium, provided the original work is properly cited.
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Performance comparison of batch and continuous flow surface aeration systems

Department of Civil Engineering, Indian Institute of Technology, Guwahati, India 1Department of Civil Engineering, Indian Institute of Science, Bangalore, India
bimk@iitg.ernet.in
Korean Journal of Chemical Engineering, November 2010, 27(6), 1796-1800(5), 10.1007/s11814-010-0303-7
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Abstract

The oxygen transfer rate and the corresponding power requirement to operate the rotor are vital for design and scale-up of surface aerators. The aeration process can be analyzed in two ways such as batch and continuous systems. The process behaviors of batch and continuous flow systems are different from each other. The experimental and numerical results obtained through the batch systems cannot be relied on and applied for the designing of the continuous aeration tank. Based on the experimentation on batch and continuous type systems, the present work compares the performance of both the batch and continuous surface aeration systems in terms of their oxygen transfer capacity and power consumption. A simulation equation developed through experimentation has shown that continuous flow surface aeration systems are taking more energy than the batch systems. It has been found that batch systems are economical and better for the field application but not feasible where large quantity of wastewater is produced.

References

Tchobanoglous G, Burton FL, Wastewater engineering: Treatment, Disposal and Reuse, McGraw-Hill, New York (1991)
Hwang HJ, Stenstrom MK, J. WPCF, 57, 1142 (1985)
Garcia-Ochoa F, Gomez E, Biotechnol. Bioeng., 92(6), 761 (2005)
Galaction A, Cascaval D, Oniscu C, Turnea M, Biochem. Eng. J., 20, 85 (2004)
Rao ARK, J. Environ. Eng., ASCE, 125, 215 (1999)
Rao AR, Kumar B, Biotechnol. Bioeng., 96(3), 464 (2007)
Rao AR, Kumar B, Korean J. Chem. Eng., 25(6), 1338 (2008)
Cho HB, Park YH, Korean J. Chem. Eng., 20(2), 262 (2003)
Lewis WK, Whitman WG, Ind. Eng. Chem., 16, 1215 (1924)
WEF and ASCE Manual of practice for water pollution control, Aeration a waste water treatment process. Water Environment Federation, Alexandria, Va., and ASCE, New York (1988)
Mitchell B, A practical guide to energy conservation measures systems, University of Florida TREEO Center, Gainesville, Florida (1990)
Mueller J, Boyle WC, Popel IHJ, Aeration: Principles and Practice, CRC Press (2002)
Jeyanayagam S, Venner I, Florida Water Res. J., 28 (2007)
James KL, Electrical Motor Handbook. McGraw-Hill, New York (1988)

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