Technical Papers
May 18, 2013

Disinfection Methods for Treating Low TOC, Light Graywater to California Title 22 Water Reuse Standards

Publication: Journal of Environmental Engineering
Volume 139, Issue 9

Abstract

This research was performed as part of the San Francisco Public Utilities Commission’s search for more sustainable water resources. Disinfection methods were evaluated for treating light graywater to California drinking water standards for unrestricted, direct nonpotable water use, indoors. Graywater originating from sinks and showers in a commercial office building in southern California was collected in grab samples over 4 weeks. Samples were filtered and tested for disinfection efficacy toward indigenous total coliforms and Enterococci as well as seeded male-specific 2 (MS2) coliphage. The filtered samples were exposed to monochromatic (253.7 nm) ultraviolet (UV) light, chlorination with sodium hypochlorite, and ozonation. A UV dose of 100mJ/cm2 completely inactivated Enterococci and inactivated total coliforms to California drinking water standards required levels and achieved 5-log reduction of MS2 in half of the samples. Sodium hypochlorite met bacteria and virus standards for the graywater at a free-chlorine concentration × time (CT) well below the 450 (mg/L)-min required by California drinking water standards. An ozone CT of 0.4 (mg/L)-min met bacteriological standards for reuse in two of the four samples. Ozone virus inactivation criteria was inconclusive due to the high-ozone demand of the water matrix when seeded with the test organism; however, an applied ozone dose of 57mg/L would be expected to satisfy the ozone demand and meet the virus criteria. Of the disinfection options discussed, UV light was the least expensive, followed in order of lowest to highest cost by sodium hypochlorite delivered in bulk, sodium hypochlorite generated on-site, and ozone. An important and novel component of this research was that graywater treatment was performed only with tertiary processes and thus, biological treatment was not used. These results are applicable to other light graywaters with similar total organic carbon (TOC) concentrations (less than 5mg/L as carbon).

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Acknowledgments

This research was conducted as part of the Characterization of Graywater Study (May 2011) funded by the San Francisco Public Utilities Commission. The first author was supported in part by an EPA STAR Fellowship. The views expressed in this paper are solely those of the authors and have not been reviewed nor endorsed by the EPA.

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Information & Authors

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 139Issue 9September 2013
Pages: 1137 - 1145

History

Received: Dec 31, 2012
Accepted: May 16, 2013
Published online: May 18, 2013
Published in print: Sep 1, 2013
Discussion open until: Oct 18, 2013

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Authors

Affiliations

Sara E. Beck
Ph.D. Candidate, Civil, Environmental, and Architectural Engineering, Univ. of Colorado, 428 UCB, Boulder, CO 80309.
Roberto A. Rodríguez
Assistant Professor, School of Public Health, El Paso Regional Campus, Univ. of Texas Health Sciences Center at Houston, 1101 N. Campbell St., Room 414, El Paso, TX 79902.
Andrew Salveson
Water Reuse Chief Technologist, Carollo Engineers, 2700 Ygnacio Valley Rd., Suite 300, Walnut Creek, CA 94598.
Nitin Goel
Technologist, Carollo Engineers, 2700 Ygnacio Valley Rd., Suite 300, Walnut Creek, CA 94598.
Sarah Rhodes
Project Manager, Water Resources Division, San Francisco Public Utilities Commission, 525 Golden Gate Ave., 10th Floor, San Francisco, CA 94102.
Paula Kehoe
Director of Water Resources, San Francisco Public Utilities Commission, 525 Golden Gate Ave., 10th Floor, San Francisco, CA 94102.
Karl G. Linden [email protected]
M.ASCE
Professor, Environmental Engineering, Civil, Environmental, and Architectural Engineering, Univ. of Colorado, 428 UCB, Boulder, CO 80309 (corresponding author). E-mail: [email protected]

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