ABSTRACT

Failure of buried pipelines can result in costly renewal and replacements (R&R), significant disruption of service, and may have substantial environmental consequences. Identifying failure-prone pipes for R&R can help avoid pipe failure. Desktop analysis of a pipe network along with analysis of the physical and geomorphologic characteristics of a service area is the first cost-effective step to develop a proactive plan for maintaining good service practice under various expenditure scenarios. This study presents GIS-based desktop analysis for sewer mains for the development of risk-based capital investment plan and project prioritization using KANEW model. The risk analysis was conducted, and pipes were ranked under five risk classes based on the likelihood of failure in terms of pipe age, useful life, material, failure pattern, soil condition, and consequence of failure in terms of social, economic, and environmental impacts to the system and service area. The cost of R&R from each risk class is also determined for project prioritization.

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

AWWA (American Water Works Association). (2019). Condition Assessment of Water Mains. Manual of Water Supply Practices M77. AWWA, Denver, CO.
Chakraborti, R. K., Kaur, J., Green, J., Facer, P., and Williams, C. (2022). “Risk-Based Asset Management Modeling for Project Prioritization and CIP Developments.” Pipelines 2022 Conference Proceedings, Planning and Design: 16–25, Indianapolis, Indiana; July 31 – August 3, 2022.
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, Planning and Design.
Deb, A., Hasit, Y., Grablutz, F., and Hertz, R. (1997). Quantifying Future Rehabilitation and Replacement Needs of Water Mains. AWWA and AwwaRF. Denver, CO.
Kahn, C. (2021). “The Value Proposition for Likelihood of Failure Modeling.” Journal - American Water Works Association 113(1):30–38; DOI: https://doi.org/10.1002/awwa.1649.
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.
Meyer, J. R., and Cohen, A. (1984). “Conditions Contributing to Copper Corrosion.” JAWWA, 76(8); 68–71. https://doi.org/10.1002/j.1551-8833.1984.tb05390.x.

Information & Authors

Information

Published In

Go to Pipelines 2023
Pipelines 2023
Pages: 441 - 450

History

Published online: Aug 10, 2023

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Rajat K. Chakraborti, Ph.D. [email protected]
1Senior Technologist, Jacobs Engineering Group, Inc., Los Angeles, CA. Email: [email protected]
Jagjit Kaur, Ph.D. [email protected]
2Senior Technologist, Jacobs Engineering Group, Inc., Los Angeles, CA. Email: [email protected]
Jonathan M. Green [email protected]
3Deputy Program Manager, Jacobs Engineering Group, Inc., Crandall, TX. Email: [email protected]
4Jacobs Engineering Group, Inc., Fort Campbell, KY. Email: [email protected]
Christy Hollander [email protected]
P.E.
5Chief Engineer, St. Mary’s County Metropolitan Commission, California, MD. Email: [email protected]
George Erichsen [email protected]
P.E.
6Executive Director, St. Mary’s County Metropolitan Commission, California, MD. Email: [email protected]
P.E.
7Chief Engineer, St. Mary’s County Metropolitan Commission, California, MD. Email: [email protected]
Enrique Lopezcalva [email protected]
8Global Practitioner Water Resources and Resilience, Jacobs Engineering Group, Inc., Silver Spring, MD. Email: [email protected]
Miranda Santucci [email protected]
9Project Manager, Jacobs Engineering Group, Inc., Silver Spring, MD. Email: [email protected]
Chris Williams [email protected]
10Associate Project Manager, Jacobs Engineering Group, Inc., Fort Campbell, KY. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$116.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$116.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share