TECHNICAL PAPERS
Apr 1, 2006

Enhancement of Denitrification in Upflow Sludge Bed Reactors with Sludge Wasting

Publication: Journal of Environmental Engineering
Volume 132, Issue 4

Abstract

From the performance data of the upflow sludge bed (USB) reactors (with sufficient carbon), the rate-limiting step in denitrification is nitrate reduction. Biological denitrification in the USB reactors (superficial velocity=0.5, 1.0, 2.0, and 4.0 m/h) can be greatly enhanced with sludge wasting from the bioreactor [i.e., maintain granular sludge retention time (GSRT) at 20 days], including high volumetric loading rates of up to 6.61 g NO3 –N/L day, high specific denitrification rates [arithmetic mean=0.31–0.42 g NO3 –N/g volatile suspended solids (VSS) day], high denitrification efficiencies (97.6–97.8%), and relatively low washout rates of biomass granules (arithmetic mean ω  =0.13–0.31 g VSS/L day). The biomass concentration, average granule size ( dp ), and microbial density of the USB reactors with sludge wasting were greater than those of the USB reactors without sludge wasting (i.e., the former grew more compact granules than the latter). From the granulation experiment, the granule size distribution and dp of the broken-up granules in the sludge-bed zone can restore to those of the original granules in one GSRT, implying that spontaneous flocculation of extra-cellular polymer of denitrifying-bacteria cells occurred in the USB reactor, which may also be accelerated by a rigorous backing-mixing effect of continuous production of biogas. Accordingly, the USB reactor with sludge wasting can be regarded as a promising alternative to treat high-strength nitrate wastewater.

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Acknowledgment

Financial support of this research Grant No. NSCTNSC 88-2211-E-006- 049 from the National Science Council of the Republic of China (Taiwan) is greatly appreciated.

References

American Public Health Association, American Water Works Association, and Water Environment Federation (APHA/AWWA/WEF). (1995). Standard methods for the examination of water and wastewater, 19th Ed., APHA, Washington, D.C.
Bhatti, Z. I., Sumida, K., Rouse, J. D., and Furukawa, K. (2001). “Characterization of denitrifying granular sludge treat soft groundwater in an upflow sludge-blanket reactor.” J. Biosci. Bioeng., 91(4), 373–377.
Borzacconi, L., Ottonello, G., Castello, E., Pelaez, H., Gazzola, A., and Viñas, M. (1999). “Denitrification in a carbon and nitrogen removal system for leachate treatment: Performance of a upflow sludge blanket (USB) reactor.” Water Sci. Technol., 40(8), 145–151.
Christensen, M. H., and Harremoes, P. (1977). “Biological denitrification of sewage: A literature review.” Prog. Water Technol., 8(415), 509–555.
Cuervo-López, F. M., Martinez, F., Gutiérrez-Rojas, M., Noyola, R. A., and Gómez, J. (1999). “Effect of nitrogen loading rate and carbon source on denitrification in upflow anaerobic sludge blanket (UASB) reactors.” Water Sci. Technol., 40(8), 123–130.
Echeveria, E., Seco, A., and Ferrer, J. (1992). “Study of factors affecting activated sludge settling in domestic wastewater treatment plants.” Water Sci. Technol., 25(4/5), 273–279.
Glass, C., and Silverstein, J. (1998). “Denitrification kinetics of high nitrate concentration water: pH effect on inhibition and nitrite accumulation.” Water Res., 32(3), 831–839.
Goodwin, J. A. S., and Forster, C. G. (1985). “A further examination into the composition of activated sludge surfaces in relation to their settlement characteristics.” Water Res., 19(4), 527–533.
Hendriksen, H. V., and Ahring, B. K. (1996). “Integrated removal of nitrate and carbon in an upflow anaerobic sludge blanket (UASB) reactor: Operating performance.” Water Res., 30(6), 1451–1458.
Her, J. J. (1996). “Biofilm kinetic models of denitritification and denitratification.” PhD dissertation, National Cheng Kung Univ., Tainan, Taiwan, R.O.C.
Huang, J. S., Jih, C. G., Lin, S. D., and Ting, W. H. (2003). “Process kinetics of UASB reactors treating non-inhibitory substrate.” J. Chem. Technol. Biotechnol., 78(7), 762–772.
Lemmer, H., Zaglauer, A., and Metzner, G. (1997). “Denitrification in a methanol-fed fixed-bed reactor. Part 1: Physico-chemical and biological characterization.” Water Res., 31(8), 1897–1902.
Lettinga, G., et al. (1983). “Design operation and economy of anaerobic treatment.” Water Sci. Technol., 15 (8/9), 177–195
Levenspiel, O. (1972). Chemical reaction engineering, 2nd Ed., Wiley, New York.
Lin, Y. F., and Chen, K. C. (1995). “Denitrification and methanogenesis in a co-immobilized mixed culture system.” Water Res., 29(1), 35–43.
Nyberg, U., Aspegren, H., Andersson, B., la Cour Jansen, J., and Villadsen, I. S. (1992). “Full-scale application of nitrogen removal with methanol as carbon source.” Water Sci. Technol., 26(5/6), 1077–1086.
Oh, J., and Silverstein, J. (1999). “Acetate limitation and nitrite accumulation during denitrification.” J. Environ. Eng., 125(3), 234–242.
Schmidt, J. E., and Ahring, B. K. (1996). “Granular sludge formation in upflow anaerobic sludge blanket (UASB) reactors.” Biotechnol. Bioeng., 49(3), 229–246.
Shen, C. F., Kosaric, N., and Blaszczyk, R. (1993). “The effect of selected heavy metals (Ni, Co and Fe) on anaerobic granules and their extracellular polymeric substance (ECP).” Water Res., 27(1), 25–33.
Tay, J. H., and Yan, Y. G. (1996). “Influence of substrate concentration on microbial selection and granulation during start-up of upflow anaerobic sludge blanket reactors.” Water Environ. Res., 68(7), 1140–1155.
Techobanoglous, G., Burton, F. L., and Stensel, H. D. (2003). Wastewater engineering treatment and reuse, 4th Ed., Metcalf & Eddy, Inc., New York.
Urbain, V., Block, J. C., and Manem, J. (1993). “Bioflocculation in activated sludge: An analytic approach.” Water Res., 27(5), 829–838.

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 132Issue 4April 2006
Pages: 468 - 475

History

Received: Jan 5, 2004
Accepted: Aug 26, 2005
Published online: Apr 1, 2006
Published in print: Apr 2006

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Authors

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Wen-Huei Ting [email protected]
Instructor, Dept. of Environmental Engineering, Kun Shan Univ. of Technology, Tainan County, Taiwan 710, R.O.C. E-mail: [email protected]
Ju-Sheng Huang [email protected]
Professor, Dept. of Environmental Engineering, Kun Shan Univ. of Technology, Tainan County, Taiwan 710, R.O.C. (corresponding author). E-mail: [email protected]

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