Technical Papers
Sep 30, 2016

Standard Methodology for Transient Simulations of UV Disinfection Reactors

Publication: Journal of Environmental Engineering
Volume 143, Issue 3

Abstract

Using ultraviolet (UV) light to disinfect water has recently become more commonplace, and using computational fluid dynamics (CFD) is increasingly being used to model, optimize, and test UV disinfection reactors. The vast majority of CFD-based UV reactor models assume the steady-state because it was thought that transient phenomena will not lead to significant differences in performance estimates. Recent studies have shown that this assumption may not be valid under certain circumstances, especially when large eddy simulation (LES) is utilized. However, there is no standard methodology to conduct a transient simulation of a UV reactor. The objective of this paper is to propose a standard methodology to model the performance of UV reactors using transient CFD. A simple single-lamp cross-flow UV reactor was used to perform a series of computational experiments to develop a proposed standard methodology for transient simulations, and this method was then verified using two more-complex reactors. The paper examined mesh, time step, initial conditions, and particle tracking to determine model convergence using transient turbulent kϵ models. In addition, transient reduction equivalent dose (tRED) was introduced as a means to determine the variability in reduction equivalent dose (RED) over time in a UV reactor. The results showed that although the tRED does not vary significantly for the single-lamp reactor, there is upwards of 10% of variability in the RED for more-complex reactors. The proposed methodology developed in this paper leads to a structured and efficient approach to model UV reactor performance based on transient CFD.

Get full access to this article

View all available purchase options and get full access to this article.

References

ANSYS Fluent v. 14.5 [Computer software]. ANSYS, Canonsburg, PA.
Blatchley, E. R. (1997). “Numerical modeling of UV intensity: Application to collimated-beam reactors and continuous-flow systems.” Water Res., 31(9), 2205–2218.
Bolton, J. (2000). “Calculation of ultraviolet fluence rate distributions in an annular reactor: Significance of refraction and reflection.” Water Res., 34(13), 3315–3324.
Breuer, M. (2000). “A challenging test case for large eddy simulation: High Reynolds number circular cylinder flow.” Int. J. Heat Fluid Flow, 21(5), 648–654.
Chen, J., Deng, B., and Kim, C. N. (2011). “Computational fluid dynamics (CFD) modeling of UV disinfection in a closed-conduit reactor.” Chem. Eng. Sci., 66(21), 4983–4990.
Chiu, K., Lyn, D. A., Savoye, P., and Blatchley, E. R., III (1999). “Integrated UV disinfection model based on particle tracking.” J. Environ. Eng., 7–16.
Courant, R., Friedrichs, K., and Lewy, H. (1928). “Über die partiellen Differenzengleichungen der mathematischen Physik.” Mathematische Annalen, 100(1), 32–74 (in German).
Ducoste, J., Liu, D., and Linden, K. (2005). “Alternative approaches to modeling fluence distribution and microbial inactivation in ultraviolet reactors: Lagrangian versus Eulerian.” J. Environ. Eng., 131(10), 1393–1403.
Franke, R., and Rodi, W. (1991). “Calculation of vortex shedding past a square cylinder with various turbulence models.” Proc., 8th Symp. on Turbulent Shear Flows, Munich, Germany, 189.
Gandhi, V., Roberts, P. J. W., and Kim, J. H. (2012). “Visualizing and quantifying dose distribution in a UV reactor using three-dimensional laser-induced fluorescence.” Environ. Sci. Technol., 46(24), 13220–13226.
Georgiadis, N. J., Rizzetta, D. P., and Fureby, C. (2010). “Large-eddy simulation: Current capabilities, recommended practices, and future research.” AIAA J., 48(8), 1772–1784.
Graham, D., and Moyeed, R. (2002). “How many particles for my Lagrangian simulations?” Powder Technol., 125(2), 179–186.
Greene, D. J., Haas, C. N., and Farouk, B. (2006). “Computational fluid dynamics analysis of the effects of reactor configuration on disinfection efficiency.” Water Environ. Res., 78(9), 909–919.
Li, C., Deng, B., and Kim, C. N. (2010). “A numerical prediction on the reduction of microorganisms with UV disinfection.” J. Mech. Sci. Technol., 24(7), 1465–1473.
Liu, D., Ducoste, J., Jin, S., and Linden, K. (2004). “Evaluation of alternative fluence rate distribution models.” J. Water Supply Res. Technol., 53(6), 319–408.
Liu, D., Wu, C., Linden, K., and Ducoste, J. (2007). “Numerical simulation of UV disinfection reactors: Evaluation of alternative turbulence models.” Appl. Math. Modell., 31(9), 1753–1769.
Lyn, D. A. (2004). “Steady and transient simulations of turbulent flow and transport in ultraviolet disinfection channels.” J. Hydraul. Eng., 762–770.
Lyn, D. A., Chiu, K., and Blatchley, E. R., III (1999). “Numerical modeling of flow and disinfection in UV disinfection channels.” J. Environ. Eng., 17–26.
Munoz, A., Craik, S., and Kresta, S. (2007). “Computational fluid dynamics for predicting performance of ultraviolet disinfection-sensitivity to particle tracking inputs.” J. Environ. Eng. Sci., 6(3), 285–301.
Nishino, T., Roberts, G. T., and Zhang, X. (2008). “Transient RANS and detached-eddy simulations of flow around a circular cylinder in ground effect.” J. Fluids Struct., 24(1), 18–33.
NWRI (National Water Resources Institute). (2012). Ultraviolet disinfection guidelines for drinking water and water reuse, 3rd Ed., Fountain Valley, CA.
Petri, B. M., An, J., and Moreland, V. (2011). “UV system checkpoint bioassays: Looking back and moving forward, applying the lessons.” Proc., Water Environment Federation, WEFTEC 2011: Session 91 through Session 100, Water Environment Federation, Alexandria, VA, 6236–6244.
Powell, C., and Lawryshyn, Y. (2015). “A method for determining the optimal discretization of UV lamps for emission-based fluence rate models.” Water Sci. Technol., 71(12), 1768–1774.
Shih, T. H., Liou, W. W., Shabbir, A., Yang, Z., and Zhu, J. (1995). “A new k-ϵ eddy viscosity model for high Reynolds number turbulent flows—Model development and validation.” Comput. Fluids, 24(3), 227–238.
Sozzi, D., and Taghipour, F. (2006). “UV reactor performance modeling by Eulerian and Lagrangian methods.” Environ. Sci. Technol., 40(5), 1609–1615.
USEPA (U.S. Environmental Protection Agency). (2006). “Ultraviolet disinfection guidance manual for the final long term 2 enhanced surface water treatment rule.” Washington, DC.
Wilcox, D. C. (1998). Turbulence modeling for CFD, 2nd Ed., DCW Industries, Anaheim, CA.
Wols, B. A., Hofman, J. A. M. H., Beerendonk, E. F., Uijttewaal, W. S. J., and van Dijk, J. C. (2011). “A systematic approach for the design of UV reactors using computational fluid dynamics.” JAIChE J., 57(1), 193–207.
Wols, B. A., Uijttewaal, W. S. J., Hofman, J. A. M. H., Rietveld, L. C., and van Dijk, J. C. (2010). “The weaknesses of a k–ϵ model compared to a large-eddy simulation for the prediction of UV dose distributions and disinfection.” Chem. Eng. J., 162(2), 528–536.
Wright, N. G., and Hargreaves, D. M. (2001). “The use of CFD in the evaluation of UV treatment systems.” J. Hydroinf., 3(2), 59–70.
Younis, B. A., and Yang, T.-H. (2011). “Prediction of the effects of vortex shedding on UV disinfection efficiency.” J. Water Supply, 60(3), 147–158.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 143Issue 3March 2017

History

Received: Dec 11, 2015
Accepted: May 17, 2016
Published online: Sep 30, 2016
Discussion open until: Feb 28, 2017
Published in print: Mar 1, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Colin Powell [email protected]
Ph.D. Student, Dept. of Chemical Engineering and Applied Chemistry, Univ. of Toronto, 200 College St., Toronto, ON, Canada M5S 3E5 (corresponding author). E-mail: [email protected]
Yuri Lawryshyn, Ph.D.
P.Eng.
Associate Professor, Dept. of Chemical Engineering and Applied Chemistry, Univ. of Toronto, 200 College St., Toronto, ON, Canada M5S 3E5.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share