Case Studies
Jan 9, 2012

Enhancement of Ultraviolet Disinfection of Wastewater by Low Pressure Water Jet Pretreatment: Effectiveness and Impacts on Bacteria

Publication: Journal of Environmental Engineering
Volume 138, Issue 7

Abstract

It has been proven that the concept of using a high pressure water jet (HPWJ) to pretreat wastewater for the enhancement of ultraviolet (UV) disinfection of wastewater is an effective and cost-efficient alternative compared with the widely studied ultrasonic method. This study addresses: (1) the effectiveness of the pretreatment with a low pressure water jet (LPWJ) under similar experimental settings to the previous HPWJ study, (2) the water pressure impacts on bacteria in the treated wastewater, and (3) the difference in electrical energy consumption under treatment with different pressures. The results show that with the tested primary clarifier overflow (PCO), there were no real differences in enhancement of UV disinfection with LPWJ pretreatment operating under a tested pressure range from 0.97 to 6.80 MPa. More than 1 log unit improvement of UV disinfection efficiency can be achieved under all the tested pressures compared with treatment by UV irradiation alone when the UV dose is in the 2030mJ/cm2 range. The general hypothesis for the enhancement of UV disinfection using a water jet is attributable to two factors: (1) reduction in the particle shield/shadow effects by breaking up the larger particles and (2) reduction in the resistance to UV irradiation by weakening the bacteria. Unfortunately, there is no easy and reliable way to test bacterial viability. In this study, an indirect method was proposed, and corresponding experiments were conducted for an investigation of the impact of water jet force on the bacteria. Results show that for the tested pressure range from 0.97 to 6.80 MPa, there was no confirmation that the bacteria in PCO were weakened after being treated by the water jet. The main function of the water jet pretreatment was to affect a reduction of particle size in the treated water, instead of weakening the bacteria themselves.

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Acknowledgments

The present study was financially supported by Environment Canada. The support received from Doug Doede was greatly appreciated. Thanks to John Gibson for providing access to various testing facilities. The comments by the editor and three anonymous reviewers have also improved the quality of the paper.

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 138Issue 7July 2012
Pages: 796 - 803

History

Received: Jan 29, 2011
Accepted: Jan 6, 2012
Published ahead of production: Jan 9, 2012
Published online: Jun 15, 2012
Published in print: Jul 1, 2012

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Authors

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Research Scientist, National Water Research Institute, Environment Canada, 867 Lakeshore Road, Burlington, Ontario, L7R 4A6 Canada (corresponding author). E-mail: [email protected]
Renée McFadyen [email protected]
Research Technician, National Water Research Institute, Environment Canada, 867 Lakeshore Road, Burlington, Ontario, L7R 4A6 Canada. E-mail: [email protected]
Quintin Rochfort [email protected]
Physical Scientist, National Water Research Institute, Environment Canada, 867 Lakeshore Road, Burlington, Ontario, L7R 4A6 Canada. E-mail: [email protected]

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