This paper summarizes findings from sixteen MS2 bacteriophage (MS2) challenge tests on biologically mature pilot-scale slow sand filters, conducted at varying water temperatures (<10° and >20°C), two hydraulic loading rates (0.1 vs. 0.4 m/h), and two bed depths (0.4 vs. 0.9 m). Few studies have quantified virus removal by slow sand filters at filtration rates on the high end and bed depths on the low end of typical practice, and none report virus removal below 5°C. The conditions investigated are important, because high filtration rates and low bed depths are sometimes seen as ways of making slow sand filtration more cost effective. MS2 removal increased with greater sand depth and warmer water temperature, but decreased at the higher hydraulic loading rate. Average MS2 removals ranged from 0.1 to 0.2 log in the roughing filters and 0.2 to 2.2 log in the slow sand filters. Shedding of MS2 was observed for up to 12 days after seeding was stopped. As a stand-alone process, slow sand filtration (with or without roughing filtration) may not provide adequate virus removal under some conditions and should be combined with a disinfection/inactivation step to provide robust compliance with regulatory requirements and protection of human health.
Skip Nav Destination
Article navigation
November 2009
This article was originally published in
Journal of Water Supply: Research and Technology-Aqua
Article Contents
Research Article|
November 01 2009
Influence of design and operating conditions on the removal of MS2 bacteriophage by pilot-scale multistage slow sand filtration
William B. Anderson;
1Department of Civil & Environmental Engineering, University of Waterloo, Waterloo Ontario, Canada N2L 3G1
Tel.: 519-888-4567, ext. 33265 Fax: 519-746-7499; E-mail: [email protected]
Search for other works by this author on:
Jeffrey L. DeLoyde;
Jeffrey L. DeLoyde
2Stantec Consulting Engineers, 1505 Laperriere Avenue, Ottawa Ontario, Canada K1Z 7T1
Search for other works by this author on:
Michele I. Van Dyke;
Michele I. Van Dyke
1Department of Civil & Environmental Engineering, University of Waterloo, Waterloo Ontario, Canada N2L 3G1
Search for other works by this author on:
Peter M. Huck
Peter M. Huck
1Department of Civil & Environmental Engineering, University of Waterloo, Waterloo Ontario, Canada N2L 3G1
Search for other works by this author on:
Journal of Water Supply: Research and Technology-Aqua (2009) 58 (7): 450–462.
Article history
Received:
May 13 2009
Accepted:
September 10 2009
Citation
William B. Anderson, Jeffrey L. DeLoyde, Michele I. Van Dyke, Peter M. Huck; Influence of design and operating conditions on the removal of MS2 bacteriophage by pilot-scale multistage slow sand filtration. Journal of Water Supply: Research and Technology-Aqua 1 November 2009; 58 (7): 450–462. doi: https://doi.org/10.2166/aqua.2009.140
Download citation file:
Sign in
Don't already have an account? Register
Client Account
You could not be signed in. Please check your email address / username and password and try again.
Could not validate captcha. Please try again.
eBook
Pay-Per-View Access
$38.00