This paper by Ross Homeniuk, UMA | AECOM and Hesham Osman, UMA | AECOM was the only interesting paper out of a whole day in the Asset Management track at London’s WEAO conference.
The paper uses NRC CCTV inspection codes (1 to 5 where 5 is collapse) to set up a failure rate model using Markov chains. The result when you recognize that about 3% to 6% of a population of pipes actually get worse enough to move up in the defect assessment codes is that some wastewater pipes have a statistical probability of reaching a useful life of 250 years.
This is a very interesting conclusion because it provides a mathematical method that verifies something that I’ve suspected for a long time. Ever since, that tour of a Roman aqeduct that was built 2000 years ago and would still function today if put into service. Indeed there are examples in the Middle East of infrastruture that is hundreds and thousands of years old that is still in service.
The difficulty is that the analysis of the markov chain only provides a decay curve for pipes that progress to a collapse failure. What about the class of pipe that decays but does not progress to a collapse failure? (Most of the sample data is based on the City of Winnepeg infrastructure). This analysis does not include those pipes that are considered to have failed because they leak like a sieve and cause downstream flooding problems. This a class of pipe failure that is related to an I&I problem. It may not result in a complete pipe replacement but in an in situ rehabilitation technology; however, the result of incurring a capital expense that is a betterman, (extension of service life) is the result.
So I suspect that the analysis may have be a bit too uniform in its treatment of pipe failure types. There may be other ways that a pipe can fail that do not fit in this analysis. A really interesting bit of work though and very well presented. Kudos to the authors.
Posted by Paul Marsh