Chapter
Jul 28, 2022

Using Machine Learning Techniques to Optimize Infrastructure Investment for the Water Distribution Network

Publication: Pipelines 2022

ABSTRACT

To mitigate the disruptions caused by pipe failures, water utility managers must be able to anticipate network degradation in the short to medium term. Unfortunately, predicting this deterioration can be a highly intricate and uncertain endeavor. The main culprit for this inherent complexity is the fact that a water main wear rate depends on its physical and structural characteristics but also on environmental and operational factors. In nearly all cases, the number of possible parameter combinations makes highly vulnerable pipes extremely difficult, if not impossible, to find with a manual approach. Furthermore, many studies have shown that modeling a group of pipes, or cohorts, which share similar characteristics improves the prediction of a distribution network’s deterioration. A more computational and data-driven solution seems to represent the best way to extract this valuable information efficiently. Artificial intelligence and unsupervised learning algorithms possess the advantage to identify the pipe cohorts that are most at risk of failure and the conditions under which network failures occur from historical data. Once these vulnerable groups are identified, it allows utility managers (1) to have a better understanding of the network’s degradation over time, (2) to tailor inspection plans and replacement programs, and (3) to optimize water main investments in order to provide an improved level of service. The Region of Peel (Canada) has made investments in the past to collect good quality data for water main breaks and associated factors. And as such, the Region of Peel is faced with the increasing challenge of water main breaks and the resulting disruption to Peel residents and businesses and, in an attempt to meet council-approved service levels, the Region intends to use innovative methods to plan and optimize strategic investment in the water distribution network. Staff plans to use this predictive modeling information to plan water main inspection and replacement programs and optimize investments in the water main replacement program.

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REFERENCES

Region of Peel. Water and Wastewater Masterplan Update (2007). Class Environmental Asset report https://www.peelregion.ca/pw/water/environ-assess/pdf/2007-MasterPlanReport.pdf (Accessed January 27, 2022).
Region of Peel. (2017). Water Quality Report, South Peel Drinking Water System https://www.peelregion.ca/drinking-water/reports/2017/south-peel.pdf (Accessed January 27, 2022).
USEPA. (2002). Deteriorating Buried Infrastructure Management Challenges and Strategies https://www.epa.gov/sites/default/files/2015-09/documents/2007_09_04_disinfection_tcr_whitepaper_tcr_infrastructure.pdf (Accessed January 27, 2022).
CERIU (Centre d’expertise et de recherche en infrastructures urbaines). (2014). Guide pour la caractérisation et la saisie des données des réseaux d’eau potable et d’égouts https://ceriu.qc.ca/system/files/2018-07/Guide-de-caracterisation-et-de-saisie-des-donnes-des-reseaux-d-eau-potable-et-d-egouts.pdf (Accessed January 27, 2022).
USEPA. (2013). Primer on Condition Curves for Water Mains https://nepis.epa.gov/Adobe/PDF/P100H8W0.pdf (Accessed January 27, 2022).
New US and International Water Main Break Studies: More Detailed Pipe Analysis but What Are We Doing with the Data? Gregory M. Baird, Aff.M.ASCE Pipelines 2020: Utility Engineering, Surveying, and Multidisciplinary Topics. 2020.

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Pipelines 2022
Pages: 18 - 24

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Published online: Jul 28, 2022

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Authors

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Naysan Saran [email protected]
1CANN Forecast Logiciel, Inc., Montreal, QC. Email: [email protected]
Benoit Rolland, Ph.D. [email protected]
2CANN Forecast Logiciel, Inc., Montreal, QC. Email: [email protected]
Nimarta Gill [email protected]
3Regional Municipality of Peel, Montreal, QC. Email: [email protected]
Imran Motala [email protected]
P.Eng.
4Regional Municipality of Peel, Montreal, QC. Email: [email protected]

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