Purpose – The purpose of this paper is to analyze conditional failure rates, and prioritize water pipelines for replacement based on their expected failure rate where pipes are grouped based on age and pipe type. Thus, predictions can be made on the expected number of breaks in future years.Design/methodology/approach – The time to failure of a pipe can be characterized by the stochastic properties of the population as a whole, from which the likelihood of component failure is derived. When the corresponding failure rate is plotted against time, a bathtub‐shaped curve results. The bathtub curve assists in determining maintenance schedules depending on the age of the pipe. Failure rates help determine whether the rates are more than an acceptable best practice threshold to signal replacement.Findings – Ductile iron pipes had the highest failure rates, followed by asbestos cement pipes; PVC and concrete cylinder pipes had the lowest failure rates, but because concrete cylinder pipes are very time‐consuming ...
[1]
F. M. Gryna.
Quality planning and analysis
,
1970
.
[2]
Balvant Rajani,et al.
Comprehensive review of structural deterioration of water mains: statistical models
,
2001
.
[3]
Andrew Wood,et al.
Using Water Main Break Data to Improve Asset Management for Small and Medium Utilities: District of Maple Ridge, B.C.
,
2009
.
[4]
G. V. Loganathan,et al.
Threshold Break Rate for Pipeline Replacement in Water Distribution Systems
,
2002
.
[5]
Amarjit Singh.
Bayesian analysis for causes of failure at a water utility
,
2011
.
[6]
Neil S. Grigg,et al.
Failure Assessment Modeling to Prioritize Water Pipe Renewal: Two Case Studies
,
2009
.