Chapter
May 14, 2020
World Environmental and Water Resources Congress 2020

Artificial Neural Networks and Adaptive Neuro-Fuzzy Models to Predict Remaining Useful Life of Water Pipelines

Publication: World Environmental and Water Resources Congress 2020: Water, Wastewater, and Stormwater and Water Desalination and Reuse

ABSTRACT

The U.S. water distribution system contains thousands of miles of pipes constructed from different materials, and of various sizes, and age. These pipes suffer from physical, environmental, structural, and operational stresses, causing deterioration which eventually leads to their failure. Pipe deterioration results in increased break rates, reduced hydraulic capacity, and detrimental impacts on water quality. Therefore, it is crucial to use accurate models to forecast deterioration rates along with estimating the remaining useful life of the pipes to implement essential interference plans to prevent catastrophic failures. This paper discusses a computational model that forecasts the RUL of water pipes by applying artificial neural networks (ANNs) as well as the adaptive neural fuzzy inference system (ANFIS). These models are trained and tested acquired field data to identify the significant parameters that impact the prediction of RUL. It is concluded that, on average, with approximately 10% of wall thickness loss in existing cast iron, ductile iron, asbestos-cement, and steel water pipes, the reduction of the remaining useful life is approximately 50%.

Get full access to this article

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

REFERENCES

Christodoulou, S., and Deligianni, A. (2010). “A neurofuzzy decision framework for the management of water distribution networks”. Water resources management, 24(1), 139-156.
Del Coso, C., Fustes, D., Dafonte, C., Nóvoa, F. J., Rodríguez-Pedreira, J. M., & Arcay, B. (2015). “Mixing numerical and categorical data in a Self-Organizing Map by means of frequency neurons”. Applied Soft Computing, 36, 246-254.
Fahmy, M., and Moselhi, O. (2009). “Forecasting the remaining useful life of cast iron water mains”. Journal of performance of constructed facilities, 23(4), 269-275.
Faraway, J. J. (2016). “Extending the linear model with R: generalized linear, mixed effects and nonparametric regression models”. Chapman and Hall/CRC.
Fares, H., and Zayed, T. (2010). “Hierarchical fuzzy expert system for risk of failure of water mains”. Journal of Pipeline Systems Engineering and Practice, 1(1), 53-62.
Feeney, C. S., Thayer, S., Bonomo, M., and Martel, K. (2009). “Condition assessment of wastewater collection systems”. Environmental Protection Agency (EPA). Washington, DC: US EPA.
Ghiasi, M. M., Arabloo, M., Mohammadi, A. H., and Barghi, T. (2016). “Application of ANFIS soft computing technique in modeling the CO2 capture with MEA, DEA, and TEA aqueous solutions”. International Journal of Greenhouse Gas Control, 49, 47-54.
Grigg, N. S., Fontane, D. G., and van Zyl, J. (2013). “Water distribution system risk tool for investment planning”. Water Research Foundation.
Montgomery, D. C., and Runger, G. C. (2010). “Applied statistics and probability for engineers”. John Wiley & Sons.
Najafi, M., and Kulandaivel, G. (2005). “Pipeline condition prediction using neural network models”. In Pipelines 2005: Optimizing Pipeline Design, Operations, and Maintenance in Today's Economy, pp. 767-781.
Nemeth, L. J. (2016). “A Comparison of Risk Assessment Models for Pipe Replacement and Rehabilitation in a Water Distribution System”.
Nicklow, J., Reed, P., Savic, D., Dessalegne, T., Harrell, L., Chan-Hilton, A., and Zechman, E. (2009). “State of the art for genetic algorithms and beyond in water resources planning and management”. Journal of Water Resources Planning and Management, 136(4), 412-432.
Osman, H., and Bainbridge, K. (2010). “Comparison of statistical deterioration models for water distribution networks”. Journal of Performance of Constructed Facilities, 25(3), 259-266.
Rogers, P. D. (2011). “Prioritizing water main renewals: case study of the Denver water system”. Journal of Pipeline Systems Engineering and Practice, 2(3), 73-81.
Rogers, P. D. (2011). “Prioritizing water main renewals: case study of the Denver water system”. Journal of Pipeline Systems Engineering and Practice, 2(3), 73-81.
Scheidegger, A., Leitao, J. P., and Scholten, L. (2015). “Statistical failure models for water distribution pipes–A review from a unified perspective”. Water research, 83, 237-247.
Scholten, L., Scheidegger, A., Reichert, P., and Maurer, M. (2013). “Combining expert knowledge and local data for improved service life modeling of water supply networks”. Environmental Modelling & Software, 42, 1-16.
St. Clair, A. M., and Sinha, S. (2012). “State-of-the-technology review on water pipe condition, deterioration and failure rate prediction models”. Urban Water Journal, 9(2), 85-112.
Suparta, W., & Alhasa, K. M. (2016). “Modeling of tropospheric delays using ANFIS”. Springer International Publishing.
Tavakoli, R. (2018). “Remaining Useful Life Prediction of Water Pipes Using Artificial Neural Network and Adaptive Neuro Fuzzy Inference System Models”, (Doctoral dissertation).
Tran, D. H., Ng, A. W. M., and Perera, B. J. C. (2007). “Neural networks deterioration models for serviceability condition of buried stormwater pipes”. Engineering Applications of Artificial Intelligence, 20(8), 1144-1151.
Tscheikner-Gratl, F. (2016). “Integrated Approach for Multi-Utility Rehabilitation Planning of Urban Water Infrastructure: Focus on Small and Medium Sized Municipalities”. innsbruck university press.
Wang, Y. (2006). “Deterioration and condition rating analysis of water mains”, (Doctoral dissertation, Concordia University).
Winkler, D., Haltmeier, M., Kleidorfer, M., Rauch, W., and Tscheikner-Gratl, F. (2018). “Pipe failure modelling for water distribution networks using boosted decision trees”. Structure and Infrastructure Engineering, 14(10), 1402-1411.
Yasseri, S. F., and Mahani, R. B. (2016). “Remaining useful life (RUL) of corroding pipelines”. In The 26th International Ocean and Polar Engineering Conference. International Society of Offshore and Polar Engineers.
Zangenehmadar, Z., and Moselhi, O. (2016). “Application of Neural Networks in Predicting the Remaining Useful Life of Water Pipelines”. In Pipelines 2016 (pp. 292-308).

Information & Authors

Information

Published In

Go to World Environmental and Water Resources Congress 2020
World Environmental and Water Resources Congress 2020: Water, Wastewater, and Stormwater and Water Desalination and Reuse
Pages: 191 - 204
Editors: Sajjad Ahmad, Ph.D., and Regan Murray, Ph.D.
ISBN (Online): 978-0-7844-8298-8

History

Published online: May 14, 2020
Published in print: May 14, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Razieh Tavakoli, Ph.D. [email protected]
Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX. E-mail: [email protected]
Ali Sharifara, Ph.D. [email protected]
Dept. of Computer Science and Engineering, Univ. of Texas at Arlington, Arlington, TX. E-mail: [email protected]
Mohammad Najafi, Ph.D. [email protected]
P.E.
Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX. E-mail: [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
$80.00
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
$80.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share