ABSTRACT

Condition assessment, risk analysis, project prioritization for pipes at risk, and long-term capital improvement planning for aging infrastructure are essential tools for water utility managers. Comprehensive long-term pipe renewal (repair, rehabilitation, and replacement) programs are often created to maintain full serviceability of the pipe network. These programs based on condition and risk assessments help utilities spend maintenance dollars judiciously and avoid costly repairs, the potential harmful effects of deferring maintenance, and negative social, economic, and environmental impacts. This paper focuses on using a GIS-based desktop computer modeling approach to collect condition assessment information for the water infrastructure. The modeling analysis then identifies and prioritizes where and when maintenance activities will be most effective. This approach can reduce maintenance inefficiencies, prevent costly system failures, minimize complaint calls, guide resource deployment, and help determine asset replacement and rehabilitation activities. A case study demonstrating the use of a desktop computing tool for condition assessment and development of long-term risk-based planning is presented to illustrate this modeling approach.

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REFERENCES

AWWA (American Water Works Association). (2019). Condition Assessment of Water Mains. AWWA, Denver, CO.
Chakraborti, R. K., Kaur, J., van der Tak, L., and Green, J. M. (2021). “Desktop Analysis of Buried Pipelines to Develop Renewal Program and Long-Term Capital Improvement Planning.” Pipelines 2021 Conference Proceedings, 34–45.
Deb, A., Hasit, Y., Grablutz, F., and Hertz, R. (1997). Quantifying Future Rehabilitation and Replacement Needs of Water Mains. AWWA and AwwaRF. Denver, CO.
Folkman, S. (2018). “Water Main Break Rates in the USA and Canada: A Comprehensive Study”. Mechanical and Aerospace Engineering Faculty Publications. Paper 174. https://digitalcommons.usu.edu/mae_facpub/174 (November 21, 2021).
Kahn, C. (2021). “The Value Proposition for Likelihood of Failure Modeling.” JAWWA, January/February, 30–38.
Liu, H., Dai, Y., and Cheng, Y. F. (2020). “Corrosion of underground pipelines in clay soil with varied soil layer thicknesses and aerations.” Arabian Journal of Chemistry, 13(2), 3601–3614.
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Pipelines 2022
Pages: 16 - 25

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Published online: Jul 28, 2022

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Rajat K. Chakraborti, Ph.D. [email protected]
1Jacobs Engineering Group, Inc., Los Angeles, CA. Email: [email protected]
Jagjit Kaur, Ph.D. [email protected]
2Jacobs Engineering Group, Inc., Los Angeles, CA. Email: [email protected]
Jonathan M. Green [email protected]
3Jacobs Engineering Group, Inc., Greenbrier, TN. Email: [email protected]
4Jacobs Engineering Group, Inc., Fort Campbell, KY. Email: [email protected]
Chris Williams [email protected]
5Jacobs Engineering Group, Inc., Fort Campbell, KY. Email: [email protected]
Laurens van der Tak [email protected]
P.E.
D.WRE
6Jacobs Engineering Group, Inc., Silver Spring, MD. Email: [email protected]

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