TECHNICAL PAPERS
Apr 20, 2010

Experimental Validation of the Static Granular Bed Reactor for Industrial Waste Anaerobic Treatment

Publication: Journal of Environmental Engineering
Volume 136, Issue 10

Abstract

The static granular bed reactor (SGBR) is a unique high-rate anaerobic reactor designed to operate in a simple downflow manner, offering high chemical oxygen demand (COD) removal efficiencies (greater than 90%) resulting from high biomass retention in the system. A study was performed to evaluate the SGBR versus a control system, the upflow anaerobic sludge blanket (UASB) reactor, and to evaluate performance idiosyncrasies of the SGBR and the control. The two reactors were operated at three different hydraulic retention times (HRTs): 8, 16, and 24 h. The reactors treated synthetic wastewater, intended to simulate food industry waste, composed of sucrose and nonfat dry milk. Overall, COD removal was higher for the SGBR than for the UASB reactor. In particular, at a HRT of 8 h, the SGBR achieved a COD removal of 90.7% and the UASB reactor reduced the COD concentration by 77.5%. The UASB reactor’s specific COD loading factor proved rate limiting with values ranging from 0.19 to 0.94gCOD/(gVSd) versus 0.11 to 0.34gCOD/(gVSd) for the SGBR. A tracer study idealized hydraulics within the two systems, and the results showed minimal dead volume and 4–6% short circuiting for both reactors.

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Acknowledgments

The writers acknowledge the generous support of the U.S. Department of Agriculture in funding this project through the Iowa By-Products of Biotechnology Consortium (BBC).

References

American Public Health Association, American Water Works Association (APHA/AWWA). (1995). Standard methods for the examination of water and wastewater, 19th Ed., American Public Health Association, Washington D.C.
Anderson, G. K., Campos, C. M. M., Chernicharo, C. A. L., and Smith, L. C. (1991). “Evaluation of the inhibitory effects of lithium when used as a tracer for anaerobic digesters.” Water Res., 25(7), 755–760.
Chiang, C. F., and Dague, R. R. (1992). “Effects of reactor configuration and biomass activity on the performance of upflow static media anaerobic reactors.” Water Environ. Res., 64(2), 141–149.
Cobb, G. C. (1997). Introduction to design and analysis of experiments, Springer, New York.
Elías, A., Barona, A., Ormazabal, J., Ibarra, G., and Caamano, J. (1999). “Anaerobic treatment of acidified and non-acidified substrata in UASB reactors.” J. Chem. Technol. Biotechnol., 74(10), 949–956.
Evans, E. A., and Ellis, T. G. (2003). “Performance comparison of the UASB and static granular bed reactor.” Asian Waterqual 2003, IWA-Asia Pacific Regional Conf., International Water Association, Bangkok, Thailand.
Evans, E. A., and Ellis, T. G. (2005). “Industrial wastewater treatment with the static granular bed reactor.” Water Environment Federation’s Technical Exhibition and Conf., Water Environment Federation, Chicago.
Excel. (2003). Microsoft Office 2003, a business unit of Microsoft Inc., Redmond, Wash.
Fang, H. H. P., and Chui, H. K. (1993). “Maximum COD loading capacity in UASB reactors at 37°C .” J. Environ. Eng., 119(1), 103–119.
Grady, L. C. P., et al. (1999). Biological wastewater treatment, 2nd Ed., Marcel Dekker, New York.
Harmand, J., et al. (2002). “Model based prediction of the clogging of an anaerobic fixed bed reactor.” Water Sci. Technol., 45(4–5), 255–262.
Jeison, D., and Chamy, R. (1999). “Comparison of the behaviour of expanded granular sludge bed (EGSB) and upflow anaerobic sludge blanket (UASB) reactors in dilute and concentrated wastewater treatment.” Water Sci. Technol., 40(8), 91–97.
Jhung, J. K., and Choi, E. (1995). “A comparative study of UASB and anaerobic fixed film reactors with development of sludge granulation.” Water Res., 29(1), 271–277.
JMP. (2003). The statistical discovery software, a business unit of SAS Inc., Cary, N.C.
Lettinga, G., van Velsen, A. F. M., Hobma, S. W., de Zeeuw, W., and Klapwijk, A. (1980). “Use of the upflow sludge blanket (USB) reactor concept for biological wastewater treatment; especially for anaerobic treatment.” Biotechnol. Bioeng., 22, 699–734.
Levenspiel, O. (1999). Chemical reaction engineering, 3rd Ed., Wiley, New York.
Mach, K. F. (2000). “Development of the static granular bed reactor.” MS thesis, Civil and Construction Engineering, Iowa State Univ., Ames, Iowa.
Mach, K. F., and Ellis, T. G. (2000). “Height to width ratio comparisons of the static granular bed reactor.” Proc., Water Environment Federation 73rd Annual Conf. Exposition, Water Environment Federation, Anaheim, Calif.
Mach, K. F. E., Evans, E. A., Roth, M. J., and Ellis, T. G. (2003). “Fundamentals of the static granular bed reactor.” Asian WaterQual2003, Asia-Pacific Regional Conf., International Water Association, Bangkok, Thailand.
Morgan-Sagastume, J. M., Jiménez, B., and Noyola, A. (1997). “Tracer studies in a laboratory and pilot scale UASB reactor.” Environ. Technol., 18, 817–825.
Ramasamy, E. V., Gajalakshmi, S., Sanjeevi, R., Jithesh, M. N., and Abbasi, S. A. (2004). “Feasibility studies on the treatment of dairy wastewaters with upflow anaerobic sludge blanket reactors.” Bioresour. Technol., 93(2), 209–212.
Roth, M. J. (2003). “Development of the static granular bed reactor for full-scale application.” MS thesis, Civil and Construction Engineering, Iowa State Univ., Ames, Iowa.
Speece, R. E. (1996). Anaerobic biotechnology for industrial wastewaters, Archae Press, Nashville, Tenn.
Yan, Y. -G., and Tay, J. -H. (1996). “Brewery wastewater treatment in UASB reactor at ambient temperature.” J. Environ. Eng., 122(6), 550–553.
Zoutberg, G. R., and Eker, Z. (1999). “Anaerobic treatment of potato processing wastewater.” Water Sci. Technol., 40(1), 297–304.

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 136Issue 10October 2010
Pages: 1139 - 1146

History

Received: Jul 21, 2009
Accepted: Apr 13, 2010
Published online: Apr 20, 2010
Published in print: Oct 2010

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Authors

Affiliations

Eric A. Evans [email protected]
P.E.
Postdoctoral Research Associate, Civil, Construction, and Environmental Engineering, Iowa State Univ., 394 Town Engineering Building, Ames, IA 50011 (corresponding author). E-mail: [email protected]
Timothy G. Ellis, M.ASCE [email protected]
P.E.
Associate Professor, Civil, Construction, and Environmental Engineering, Iowa State Univ., 394 Town Engineering Building, Ames, IA 50011. E-mail: [email protected]

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