TECHNICAL PAPERS
Jun 1, 2008

Chemical Oxygen Demand and the Mechanism of Excess Sludge Reduction in an Oxic-Settling-Anaerobic Activated Sludge Process

Publication: Journal of Environmental Engineering
Volume 134, Issue 6

Abstract

A modified activated sludge process, called the oxic-settling-anaerobic (OSA) process, achieved effective reduction in excess sludge production. Its key feature is the insertion of a sludge holding tank in the sludge return circuit to provide an anaerobic sludge zone. Our previous studies suggested that such excess sludge reduction might be associated with an increased sludge decay rate and the effective consumption of organic substrates generated during the retention of the thickened sludge in the sludge holding tank under a low oxidation-reduction potential (ORP) at 250mV . To confirm this suggestion, we analyzed the chemical oxygen demand (COD) balance in the sludge holding tank through batch experiments to simulate the sludge concentration, ORP level, and retention time in the sludge holding tank. The COD generated from the sludge reduction in the tank was utilized by organic gas (mainly CH4 ) production, denitrification, sulfate reduction, and phosphorus release, among which the gas production accounted for 50% of the COD utilization. We confirmed that the mechanism of the excess sludge reduction in the OSA process is through enhancement of the sludge decay rate in the anaerobic sludge zone, which increases the soluble COD level, which in turn is mainly transformed into methane gas and carbon dioxide during denitrification.

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References

Ahn, K. H., Yeom, I. T., Park, K. Y., Maeng, S. K., Lee, Y., Song, K. G., and Hwang, J. H. (2002). “Reduction of sludge by ozone treatment and production of carbon source for denitrification.” Water Sci. Technol., 46(11-12), 121–125.
American Public Health Association (APHA), American Water Works Association (AWWA), and Water Environment Federation (WEF). (1998). Standard methods for the examination of water and wastewater, 20th Ed., Washington, D.C.
An, K. J. (2004). “Reduction of excess sludge in an OSA process.” Ph.D. dissertation, Hong Kong Univ. of Science and Technology, Hong Kong.
An, K. J., and Chen, G. H. (2002). “Modified activated sludge system with sludge holding tank to minimize excess sludge production.” Proc., IWA World Water Congress, Environ.
Chen, G. H., An, K. J., Saby, S., Brois, E., and Djafer, M. (2003). “Possible cause of excess sludge reduction in an oxic-settling-anaerobic activated sludge process (OSA process).” Water Res., 37(16), 3855–3866.
Chen, G. H., Yip, W. K., An, K. J., and Saby, S. (2000). “Possible mechanisms of excess sludge reduction in an OSA process.” Proc., 4th Dutch-Japan Workshop on Integrated Water Quality Management.
Christoulas, D. G., Andreadakis, A. D., Kouzeli-Katsiri, A., Aftias, E., and Mamais, D. (2000). “Alternative schemes for the management of the sludge produced at Psyttalis WWTP.” Water Sci. Technol., 42(9), 29–36.
Chudoba, P., Chudoba, J., and Capdeville, B. (1992a). “The aspect of energetic uncoupling of microbial growth in the activated sludge process: OSA system.” Water Sci. Technol., 26, 2477–2480.
Chudoba, P., Morel, A., and Capdeville, B. (1992b). “The case of both energetic uncoupling and metabolic selection of microorganisms in the OSA activated sludge system.” Environ. Technol., 13, 761–770.
Egemen, E., Corpening, J., and Nirmalakhandan, N. (2001). “Evaluation of an ozonation system for reduced waste sludge generation.” Water Sci. Technol., 44(2-3), 445–452.
Higging, M. J., and Novak, J. T. (1997). “The effect of cations on the settling and dewatering of activated sludge.” Water Environ. Res., 69(2), 215–224.
Horan, N. J. (1990). Biological wastewater treatment systems, Wiley, Chichester, U.K.
Kepp, U., Machenbach, I., Weisz, N., and Solheim, O. E. (2000). “Enhanced stabilization of sewage sludge through thermal hydrolysis—Three years of experience with full scale plant.” Water Sci. Technol., 42(9), 89–96.
Kopp, J., Müller, J., Dichtl, N., and Schwedes, J. (1997). “Anaerobic digestion and dewatering characteristics of mechanical disintegrated excess sludge.” Water Sci. Technol., 36(11), 129–136.
Lee, N. M., and Welander, T. (1996). “Use of protozoa and metazoa for decreasing sludge production in aerobic wastewater treatment.” Biotechnol. Lett., 18(4), 429–434.
Lehne, G., Muller, A., and Schwedes, J. (2001). “Mechanical disintegration of sewage sludge.” Water Sci. Technol., 43(1), 19–26.
Low, E. W., and Chase, H. A. (1999). “Reducing production of excess biomass during wastewater treatment.” Water Res., 33, 1119–1132.
Macomber, J., Cicek, N., Suidan, M. T., Davel, J., Ginestet, J. D. P., and Audic, J. M. (2005). “Biological kinetic data evaluation of an activated sludge system coupled with an ultrafiltration membrane.” J. Environ. Eng., 131(4), 579–586.
Mayhew, M., and Stephenson, T. (1998). “Biomass yield reduction: Is biochemical manipulation possible without affecting activated sludge process efficiency?” Water Sci. Technol., 38, 137–144.
Metcalf and Eddy, Inc. (2003). Wastewater engineering: Treatment, disposal and reuse, 4th Ed., McGraw-Hill, New York.
Müller, J. (2000). “Disintegration as a key-step in sewage sludge treatment.” Water Sci. Technol., 41(8), 123–130.
Ødegaard, H., Paulsrud, B., and Karlsson, I. (2002). “Wastewater sludge as a resource: Sludge disposal strategies and corresponding treatment technologies aimed at sustainable handling of wastewater sludge.” Water Sci. Technol., 46(10), 295–303.
Payne, W. J. (1981). Denitrification, Wiley, New York.
Qian, Y. (2000). “Appropriate process and technology for wastewater treatment and reclamation in China.” Water Sci. Technol., 42(12), 107–114.
Ratsak, C. H., Kooi, B. W., and van Verseveld, H. W. (1994). “Biomass reduction and mineralization increase due to ciliate Tetrahymena pyriformis grazing on the bacterium Pseudomonas fluorescens.” Water Sci. Technol., 29(7), 119–128.
Rensink, J. H., and Rulkens, W. H. (1997). “Using metazoa to reduce sludge production.” Water Sci. Technol., 36(11), 171–179.
Rittmann, B. E., and McCarty, P. L. (2001). Environmental biotechnology: Principles and application, McGraw-Hill, New York.
Russell, J. B., and Cook, G. M. (1995). “Energetics of bacterial growth: Balance of anabolic and catabolic reactions.” Microbiol. Rev., 59, 48–62.
Saby, S., Djafer, M., and Chen, G. H. (2003a). “Effect of low ORP in anaerobic sludge zone on excess sludge production in oxic-settling-anaerobic activated sludge process.” Water Res., 37(1), 11–20.
Saby, S., Djafer, M., and Chen, G. H. (2003b). “Effect of low ORP in anoxic sludge zone on excess sludge production in an oxic-settling-anoxic activated sludge process (OSA process).” Water Res., 37(1), 11–20.
Spinosa, L. (2001). “Evolution of sewage sludge regulations in Europe.” Water Sci. Technol., 44(10), 1–8.
Stouthamer, A. H. (1997). “Energetic aspects of the growth microorganisms.” Microbial energetics, B. A. Haddock and W. A. Hamilton, eds., Cambridge University Press, London, 285–315.
Strand, S. E., Harem, G. H., and Stensel, H. D. (1999). “Activated-sludge yield reduction using chemical uncouplers.” Water Environ. Res., 71, 454–458.
Stumm, W., and Morgan, J. J. (1990). Aquatic chemistry, 3rd Ed., Wiley, New York.
Tsagarakis, K. P., Horan, N. J., Mara, D. D., and Angelakis, A. N. (1999). “Management of biosolids from municipal wastewater treatment plants in Greece.” Proc., 4th European Biosolids and Organic Residuals Conf., Paper No. 35.
Urbain, V., Wright, P., and Thomas, M. (2001). “Excess sludge reduction in activated sludge process by integrating biomass alkaline heat treatment.” Water Sci. Technol., 44(2-3), 437–444.
Weemaes, M., Grootaerd, H., Simoens, F., and Verstraete, W. (2000). “Ozonation of sewage sludge prior to anaerobic digestion.” Water Sci. Technol., 42(9), 175–178.
Westgarth, W. C., Sulzer, F. T., and Okun, D. A. (1964). “Anaerobiosis in the activated sludge process.” 2nd IAWPRC Conf., 43–55.
Yasui, H., Nakamura, K., Sakuma, S., Iwasaki, M., and Sakai, Y. (1996). “A full-scale operation of a novel activated sludge process without excess sludge production.” Water Sci. Technol., 34(3), 395–404.
Zehnder, A. J. B., and Wuhrmann, K. (1976). “Titatium (III) citrate as a non-toxic oxidation reduction buffering system for the culture of anaerobes.” Science, 194, 1165–1166.

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 134Issue 6June 2008
Pages: 469 - 477

History

Received: Mar 15, 2006
Accepted: Oct 8, 2007
Published online: Jun 1, 2008
Published in print: Jun 2008

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Authors

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Kyoung-jin An
Dept. of Civil and Urban Engineering, Harbin Institute of Technology Shenzhen Graduate School, Shenzhen University Town, Xili, Shenzhen 518055, People’s Republic of China, and Dept. of Civil Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong, People’s Republic of China (corresponding author). E-mail: [email protected]
Guang-hao Chen
Dept. of Civil and Urban Engineering, Harbin Institute of Technology Shenzhen Graduate School, Shenzhen University Town, Xili, Shenzhen 518055, People’s Republic of China, and Dept. of Civil Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong, People’s Republic of China.

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