Characterization of backwater valves in sanitary sewer laterals and associated failures in a Canadian context

Author:

Dusolt S.1,Binns A.1,McBean E.1,Gharabaghi B.1,Sandink D.2

Affiliation:

1. School of Engineering, University of Guelph, Guelph, ON N1G 2W1, Canada.

2. Institute for Catastrophic Loss Reduction, 210-20 Richmond St. E., Toronto, ON M5C 2R9, Canada.

Abstract

Backwater valves in sanitary sewer laterals have become a primary mechanism for reducing the risk of basement flooding in residential homes. Despite widespread reliance on these devices to prevent sewer back-up, the performance of backwater valves during significant rainfall events is mostly unknown. Using a questionnaire-based approach followed by an in-field site visit, this paper identifies installation and maintenance as the two key factors that lead to potential failures of backwater valves. Among the results discussed, failures were linked to a general lack of knowledge on backwater valve devices and the maintenance procedures required to ensure adequate performance.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Reference6 articles.

1. ASME. 2003. Backwater valve standards. American Society of Mechanical Engineers (ASME), New York.

2. CCBFC. 2015. National Plumbing Code of Canada. National Research Council of Canada, Ottawa.

3. Mitigation of Basement Flooding due to Sewer Backup: Overview and Experimental Investigation of Backwater Valve Performance

4. Robinson, B. 2019. Inflow and infiltration (I/I) in existing systems: a costly issue in Ontario and across Canada. Norton Engineering.

5. Sandink, D. 2009. Handbook for reducing basement flooding. Institute for Catastrophic Loss Reduction, Toronto.

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