TECHNICAL PAPERS
Jun 1, 2005

A New Kinetic Model for Ultraviolet Disinfection of Greywater

Publication: Journal of Environmental Engineering
Volume 131, Issue 6

Abstract

Ultraviolet (UV) disinfection of greywater has a number of advantages for small scale applications, but the UV disinfection efficiency can be impeded by high levels of particulates and chemicals in the greywater, micro-organism aggregation, and the geometry between the UV lamp and surrounding sleeve leading to suboptimal flow paths through the lamp assembly. Most process models for UV systems are empirical in nature and do not adequately represent the distribution of UV dose that is actually delivered to micro-organisms in a continuous flow system. This paper presents a model which incorporates: (1) variations in micro-organism sensitivity to UV radiation, (2) the variation of dose received in the UV reactor chamber, and (3) the shielding effect of part of the micro-organism population by the presence of particulates. The model is capable of predicting the asymptotic decay observed in bacterial survival curves when organisms are exposed to a UV dose in a greywater matrix and has been calibrated using experimental data on a series of synthetic greywaters of differing composition and validated against a series of real greywater samples. The model compares favorably to other UV disinfection models and allows the influence of water quality parameters such as turbidity, suspended solids, and UV absorbance to be examined. This allows water quality limits to be defined beyond which the UV disinfection of greywater becomes ineffective. Acceptable performance criteria are established for low power UV systems for the treatment of greywater, which have implications for the selection of suitable annular UV reactors.

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References

American Water Works Association (AWWA). (1998). Standard methods for the examination of water and wastewater, 20th Ed., AWWA, Denver.
Abu-Gharah, Z. H., Al-Riyadh, H. A., and Sarikay, H. Z., (1992). “Disinfection of secondary treated domestic wastewater by ultraviolet radiation.” Water treatment, Vol. 7, China Ocean Press, Beijing, 307–324.
Andreakis, A., Mamais, D., Christoulas, D., and Kabylafka, S. (1999). “Ultraviolet disinfection of secondary and tertiary effluent in the Mediterranean region.” Water Sci. Technol., 40(4–5), 253–260.
Blatchley, E. R. III, Do-Quang, Z., Janex, M.-L., and Laine, J.-M. (1998). “Process modelling of ultra violet disinfection.” Water Sci. Technol., 38(6), 63–69.
Blatchley, E. R. III, Wood, W. L., and Schuerch, P. (1997). “Closure to ‘UV pilot testing: Intensity distribution and hydrodynamics’.” J. Environ. Eng., 123(5), 521–531.
Bryant, E. A., Fulton, G. P., and Budd, G. C. (1992). Disinfection alternatives for safe drinking water, Van Nostrand Reinhold, New York.
Cartelyou, J. R., et al. (1954). “Effect of ultraviolet irradiation on large populations of certain water-borne bacteria in motion.” J. Appl. Microbiol., 2, 227–227.
Chick, H. (1908). “An investigation of the laws of disinfection.” J. Hyg. (Lond) 8, 92–92.
Chiu, K. P., Lyn, D. A., Savoye, P., and Blatchley, E. R. (1999). “Effect of UV system modifications on disinfection performance,” J. Environ. Eng., 125(5), 459–469.
DeMers, L. D., and Renner, R. C. (1992). “Alternative disinfection technologies for small drinking water systems.” AWWARF.
Harvey, J. D. (1983). “Mathematics of microbial age and size distributions.” Mathematics in Microbiology, M. Bazin, ed., Academic, London, 1–35.
Ho, K. W. A., and Bohm, P. (1981). “UV disinfection of tertiary and secondary effluents.” Water Pollution Res. J. Canada, 16, 33–33.
Howarth, D. (1998). “Barriers to uptake of rainwater and greywater systems.” Proc., Workshop Royal Society for CIRIA Project Buildings that Save Water, London.
Janex, M. L., Savoye, P., Do-Quang, Z., Blatchley, E. R. III, and Laine, I. M. (1998). “Impact of water quality and reactor hydrodynamics on wastewater disinfection by UV, Use of CFD modeling for performance optimisation.” Water Sci. Technol., 38(6), 71–78.
Komvuschara, K. (2002). “Small scale disinfection technologies for the treatment of domestic grey water.” PhD thesis, Univ. of Hertfordshire, Hertfordshire, U.K.
Legget, D. J., Brown, R., Brewer, D., Standfield, G., and Holliday, E. (2001). “Rainwater and greywater use in buildings: best practice guidance.” Rep. No. C539, CIRIA, London.
Loge, F. J., Emerick, R. W., Thompson, D. E., Nelson, D. E., and Darby, J. L (1999). “Factors influencing ultraviolet disinfection performance Part 1: light penetration to wastewater particles.” Water Environ. Res., 71(3), 377–381.
Nieuwstad, T. J., Havelaar, A. H., and Olphen, M. V. (1991). “Hydraulic and microbiological characterisation of reactors for ultraviolet disinfection of secondary wastewater effluent.” Water Res., 25(7), 775–783.
Oliver, B. G., and Cosgrove, E. G. (1975). “The disinfection of sewage treatment plant effluents using ultraviolet light.” Can. J. Chem. Eng., 53, 170–174.
Parker, J. A., and Darby, J. L. (1995). “Particle-associated coliform in secondary effluents: shielding from ultraviolet light disinfection.” Water Environ. Res., 67(7), 1665–1675.
Qualls, R., Flynn, M., and Johnson, J. (1983). “The role of suspended particles in ultraviolet disinfection.” J. Water Pollut. Control Fed., 55(10), 1280–1285.
Qualls, R. G., and Johnson, J. D. (1985). “Modelling and efficiency of ultraviolet disinfection system.” Water Res., 19 (8), 1039–1046.
Richardson, J. F., and Peacock, D. G. (1994). Chemical engineering: Chemical and bioreactors and process control, 3rd Ed., Vol. 3, Pergamon, New York.
Sakamoto, G., and Zimmer, C. (1997). “UV disinfection for wastewater reclamation: The effect of particle size and suspended solids.” Proc., PNPCA Annual Conf. “Clean Water for the 21st Century, Doing More with Less, Seattle.
Scheible, O. K. (1987). “Development of a rationally based design protocol for the ultraviolet disinfection process.” J. Water Pollut. Control Fed., 59, 25–31.
Schoenen, D. (1996). “The influence of inhomogenous irradiation in UV disinfection experimental findings and theoretical considerations.” J. Water Sci. Res. Technol., AQUA, 45(3), 20–129
Severin, B. F. (1980). “Disinfection of multiple wastewater effluents with ultraviolet light.” J. Water Pollut. Control Fed., 52(7), 2007–2018
Severin, B. F. (1982). “Kinetic modelling of microbial inactivation by ultraviolet light.” PhD thesis, Univ. of Illinois, Urbana, Ill.
Severin, B. F., Suidan, M. T., Rittmann, B. E., and Engelbrecht, R. S. (1984). “Inactivation kinetics in a flow through UV reactor.” J. Water Pollut. Control Fed., 56(2), 164–169.
Snider, K. E., Darby, J. L., and Tchobanoglous, G. (1991). “Evaluation of ultraviolet disinfection for wastewater re-use applications in California.” Dept. of Civil Engineering, Univ. of California at Davis, Davis., Calif.
Sommer, R., Haider, T., Cabaj, A., Pribil, W., and Lhotsky, M. (1998). “Time-dose reciprocity in UV disinfection of water.” Water Sci. Technol., 36(12), 145–150.
Stevenson, D. G. (1995). “The design of disinfection contact tanks.” J. Chartered Inst. Water Environ. Manage., 9(2), 146–152.
Tchobanoglous, G. T. (1997). “UV disinfection: an update.” Presented at Proc., Sacramento Municipal Utilities District Electrotechnology Seminar Series, Sacramento, Calif.
United States Environmental Protection Agency (USEPA) (1986). “Design manual: municipal wastewater disinfection.” Research Rep. No. 925/1-86-021, Cincinnati.
United States Environmental Protection Agency (USEPA). (1999). “Guidance manual: Alternative disinfectants and oxidants.” EPA 815-R-99-014, Office of Water, Naragansett, R.I.
Wright, H., DeVries, M., and Sakamoto, G. (1997). “A systematic approach to designing and costing of UV disinfection systems.” Proc., PNPCA Annual Conf., Clean Water for 21st Century, Doing More For Less, Trojan Technologies, Inc., Seattle.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 131Issue 6June 2005
Pages: 850 - 864

History

Received: Jul 14, 2003
Accepted: Sep 9, 2004
Published online: Jun 1, 2005
Published in print: Jun 2005

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Authors

Affiliations

Richard A. Fenner
University Lecturer, Dept. of Engineering, Cambridge Univ, Trumpington Street, Cambridge CB2 1PZ, U.K.
Kanyarat Komvuschara
Lecturer, Dept. of Chemical Engineering, Khon Kaen Univ., Mittraphab Rd., Khon Khaen 40002, Thailand.

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