Optimization for Water Outlet of an Ozone Contactor by Computational Fluid Dynamics

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Abstract:

Geometry optimization is an effective method to improve the hydraulic efficiency of an ozone contactor. The enhancement of hydraulic efficiency can lead to a smaller dose of ozone and thus minimizing the potential risk caused by disinfection by-products. Unlike adding some extra structures in geometries in previous studies, optimization for water outlet was applied to improve the hydraulic efficiency in this paper. The water outlet was modified to several parallel flumes arranged uniformly on the top of the contactor from overflow weir. In a typical contactor with diffusers, the effect of water outlet optimization on system performance was studied based on computational fluid dynamics employing a two dimensional Euler model coupled with species transport model and discrete particle model. The T10/HRT, the most common indicator of hydraulic efficiency, was improved by 10%-24% with less short-circuiting after optimization. Compared to the original geometry, optimization for water outlet brought about a 19.6% increase in log inactivation, which represents the disinfection efficiency. To maintain the same Cryptosporidium inactivation efficiency after the water outlet optimization, ozone dosage could be reduced by 18% from 2.0 mg/L to 1.64mg/L, which resulted in a minimization of bromate formation by 8.90%.

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Advanced Materials Research (Volumes 610-613)

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1338-1342

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December 2012

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Kim, J.H., U. von Gunten and B.J. Marinas, Simultaneous prediction of Cryptosporidium parvum oocyst inactivation and bromate formation during ozonation of synthetic waters. Environmental Science & Technology, 2004. 38(7): pp.2232-2241.

DOI: 10.1021/es034760w

Google Scholar

[2] Tang, G., et al., Modeling Cryptosporidium parvum oocyst inactivation and bromate formation in a full-scale ozone contactor. Environmental Science & Technology, 2005. 39(23): pp.9343-9350.

DOI: 10.1021/es050345n.s001

Google Scholar

[3] Wols, B.A., W.S.J. Uijttewaal and L.C. Rietveld, Residence Time Distributions in Ozone Contactors. OZONE-SCIENCE & ENGINEERING, 2008. 30(1): pp.49-57.

DOI: 10.1080/01919510701759538

Google Scholar

[4] Singer, P.C., Control of disinfection by-products in drinking water. Journal of environmental engineering, 1994. 120(4): pp.727-744.

Google Scholar

[5] Wilson, J.M. and S.K. Venayagamoorthy, Evaluation of Hydraulic Efficiency of Disinfection Systems Based on Residence Time Distribution Curves. Environmental science & technology, 2010. 44(24): pp.9377-9382.

DOI: 10.1021/es102861g

Google Scholar

[6] Wang, H. and R. A. Falconer, Simulating disinfection processes in chlorine contact tanks using various turbulence models and high-order accurate difference schemes. Water Research, 1998. 32(5): pp.1529-1543.

DOI: 10.1016/s0043-1354(98)80014-6

Google Scholar

[7] Stamou, A.I., Improving the hydraulic efficiency of water process tanks using CFD models. Chemical Engineering and Processing: Process Intensification, 2008. 47(8): pp.1179-1189.

DOI: 10.1016/j.cep.2007.02.033

Google Scholar

[8] A. Cockx, Z.D.A.L., Use of computational fluid dynamics for simulating hydrodynamics and mass transfer in industrial ozonation towers. Chemical Engineering Science, 1999. 54(21): pp.5085-5090.

DOI: 10.1016/s0009-2509(99)00239-0

Google Scholar

[9] Huang, T.H., et al., Application of computational fluid dynamics modelling to an ozone contactor. Water SA, 2004. 30(1): pp.51-56.

Google Scholar

[10] Wols, B.A., et al., Evaluation of different disinfection calculation methods using CFD. ENVIRONMENTAL MODELLING & SOFTWARE, 2010. 25(4): pp.573-582.

DOI: 10.1016/j.envsoft.2009.09.007

Google Scholar

[11] Kim, D., et al., Large Eddy Simulation of Flow and Tracer Transport in Multichamber Ozone Contactors. JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE, 2010. 136(1): pp.22-31.

DOI: 10.1061/(asce)ee.1943-7870.0000118

Google Scholar

[12] Li, J., et al., Application of computational fluid dynamics (CFD) to ozone contactor optimization. Water Science and Technology: Water Supply, 2006. 6(4): pp.9-16.

DOI: 10.2166/ws.2006.905

Google Scholar

[13] Phares, D.E., et al., Modeling and Validating the Effective Hydraulic Detention Time for a 10 mgd Ozone Contactor at the Lake Washington Surface Water Treatment Plant, Melbourne, Florida. OZONE-SCIENCE & ENGINEERING, 2009. 31(3): pp.262-276.

DOI: 10.1080/01919510902904529

Google Scholar

[14] Zhang, J.P., et al., A computational fluid dynamics based integrated disinfection design approch for improvement of full-scale ozone contactor performance. OZONE-SCIENCE & ENGINEERING, 2007. 29(6): pp.451-460.

DOI: 10.1080/01919510701613420

Google Scholar