Oxygen Transfer in High-Speed Surface Aeration Tank for Wastewater Treatment: Full-Scale Test and Numerical Modeling
Publication: Journal of Environmental Engineering
Volume 135, Issue 8
Abstract
Oxygen transfer is one of the key processes in the bioreactor. Herein a computational fluid dynamics model for the oxygen transfer in high-speed surface aeration tank has been developed and validated through a full-scale aeration test. The test results indicate that the oxygen transfer mainly comes from the spray water in air and that the gas entrainment by the plunging of spray water and the surface reaeration in the aeration tank contribute little to the total oxygen transfer in high-speed surface aerator. A simple method was proposed to measure the oxygen transfer rate for high-speed surface aerator.
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Acknowledgments
This work was supported by the fund from the Ministry of Science and Technology of the People’s Republic of China (Grant No. UNSPECIFIED2006BAC19B02). The writers are grateful to Mr. Chengfa Xu, Anhui GuoZhen Environmental Protection Sci. and Tech. Co. Ltd. for his help in experiments; to Professor Binjia Xiao of Institute of Plasma Physics, Chinese Academy of Sciences, for helpful discussions; and to Mr. Xiaoyu Yang of Shanghai Hi-key Technology Corporation Ltd. for technical supports.CAS
References
ANSI/ASCE. (1992). “Measurement of oxygen transfer in clean water.” Standard 2–91, New York.
Bezzo, F., Macchietto, S., and Pantelides, C. C. (2003). “General hybrid multizonal/CFD approach for bioreactor modeling.” AIChE J., 49(8), 2133–2148.
Cancino, B. (2004a). “Design of high efficiency surface aerators. Part 2: Rating of surface aerator rotors.” Aquacultural Eng., 31, 99–115.
Cancino, B. (2004b). “Design of high efficiency surface aerators. Part 3: Dimensional analysis of rotor performance.” Aquacultural Eng., 31, 117–121.
Cancino, B., Roth, P., and Rub, M. (2004). “Design of high efficiency surface aerators. Part 1: Development of new rotors for surface aerators.” Aquacultural Eng., 31, 83–98.
DeMoyer, C. D., Schierholz, E. L., Gulliver, J. S., and Wilhelms, S. C. (2003). “Impact of bubble and free surface oxygen transfer on diffused aeration systems.” Water Res., 37, 1890–1904.
Dhanasekharan, K. M., Jay, S., Anupam, J., and Ahmad, H. (2005). “A generalized approach to model oxygen transfer in bioreactors using population balances and computational fluid dynamics.” Chem. Eng. Sci., 60(1), 213–218.
Dholakia, V. P. (1998).“ Development and modeling of the surface aeration system.” Ph.D. thesis The Pennsylvania State Univ., University Park, Pa.
Giovannettone, J. P., and Gulliver, J. S. (2008). “Gas transfer and liquid dispersion inside a deep airlift reactor.” AIChE J., 54(4), 850–861.
Grady, C. P. L., Jr., Daigger, G. T., and Lim, H. C. (1999). Biological wastewater treatment, 2nd Ed., Marcel Dekker, New York.
Gujer, W., Henze, M., Mino, T., Matsuo, T., Wentzel, M. C., and Marais G. v. R. (1995). “Activated sludge model No. 2: Biological phosphorus removal.” Water Sci. Technol., 31(2), 1–11.
Gujer, W., Henze, M., Mino, T., and Van Loosdrecht, M. (1999). “Activated sludge model No. 3.” Water Sci. Technol., 39(1), 183–193.
Henze, M., Jr., Grady, C. P. L., Gujer, W., Marais, G. R., and Matsuo, T. (1987). “Activated sludge model No. 1.” Scientific and Technical Rep. 1, IAWPRC, London.
Henze, M., Gujer, W., Mino, T., Matsuo, T., Wentzel, M. C., Marais, G. V. R., and Van Loosdrecht, V. M.C. (1999). “Activated sludge model no. 2d, ASM2d.” Water Sci. Technol., 39(1), 165–182.
Huang, W. (2006). “Discussion of ‘Influence of included angle and sill slope on air entrainment of triangular planform labyrinth weirs’ by M. Emin Emiroglu and Ahmet Baylar.” J. Hydraul. Eng., 132(7), 747–748.
Jenkinson, R. W., Hall, E. R., and Lawrence, G. A. (2000). “Computational fluid dynamics modelling of aerated stabilization basins.” Project Rep. Prepared for Department of Civil Engineering and Pulp and Paper Centre, The Univ. of British Columbia, Vancouver, Canada.
Littleton, H. X., Daigger, G. T., and Strom, P. F. (2001).“Application of computational fluid dynamics to closed loop bioreactors: Analysis of macro-environment variations in simultaneous biological nutrient removal systems.” Water Environment Federation 74, Annual Conf. and Exposition, Water Environment Federation, Atlanta.
McWhirter, J. R., Chern, J., and Hutter, J. C. (1995). “Oxygen mass transfer fundamentals of surface aerators.” Ind. Eng. Chem. Res., 34, 2644–2654.
McWhirter, J. R., and Hutter, J. C. (1989). “Improved oxygen mass transfer modeling for diffused/subsurface aeration systems.” AIChE J., 35(9), 1527–1534.
Morchain, J., Maranges, C., and Fonade, C. (2000). “CFD modeling of a tow phase jet aerator under influence of a crossflow.” Water Res., 34(13), 3460–3472.
Mueller, J. A., Boyle, W. C., and Popel, H. J. (2002). Aeration: Principles and practice, CRC, Boca Raton, Fla.
Patankar, S. V. (1980). Numerical heat transfer and fluid flows, Hemisphere, Washington, D.C.
Popel, H. J. (1984). “Entwichlungs tendenzen der beluftung beim belebung verfahren.” Wasser und Boden, Darmstadt. P, 5, 206–213.
Ranade, V. V. (2002). Computational flow modeling for chemical reactor engineering, Academic, San Diego.
van Baten, J. M., and Krishna, R. (2004). “CFD simulations of mass transfer from Taylor bubbles rising in circular capillaries.” Chem. Eng. Sci., 59, 2535–2545.
Wilhelms, S. C., and Martin, S. K. (1992). Gas transfer in diffused bubble plumes, ASCE, New York.
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© 2009 ASCE.
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Received: Apr 22, 2008
Accepted: Nov 12, 2008
Published online: Jul 15, 2009
Published in print: Aug 2009
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