ABSTRACT

Wastewater collection systems become less effective over time, necessitating ongoing changes and the creation of asset management frameworks on the side of utility owners to keep their assets operating as intended. Since inspecting every sewer pipe is time-consuming and costly, developing prediction models that can anticipate sewer pipes’ current and future state is vital. In this research, two machine learning methods including k-nearest neighbors (KNN) and decision tree have been investigated in order to create a prediction model for sewer pipes of two cities in USA. The data which is used is a combined data from Tampa, Florida, and Dallas, Texas, containing nine physical and environmental variables. F1-score and area under the curve (AUC) were calculated to compare the effectiveness of developed models. It was concluded that the decision tree model performed better than the other. The overall F1-score for the decision tree model was 0.73 and for KNN was 0.70.

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REFERENCES

Atambo, D. O. (2021). Development and comparison of prediction models for sanitary sewer pipes condition assessment using multinomial logistic regression and artificial neural network (Order No. 28826488). Available from Dissertations & Theses @ University of Texas - Arlington; ProQuest Dissertations & Theses Global. (2596630654).
Ebrahimi, M., and Hojat Jalali, H. Spatial Variability Effects of Wall Erosion on Assessment of Reinforced Concrete Sanitary Sewer Pipes (RCSSPs). In Tran-SET 2022 (pp. 330–338).
Ebrahimi, M., and Hojat Jalali, H. (2022). Automated Condition Assessment of Sanitary Sewer Pipes using LiDAR Inspection Data. In Pipelines 2022 (pp. 136–144).
Hastie, T., Tibshirani, R., Friedman, J. H., and Friedman, J. H. (2009). The elements of statistical learning: data mining, inference, and prediction (Vol. 2, pp. 1–758). New York: springer.
Hossin, M., and Sulaiman, M. N. (2015). A review on evaluation metrics for data classification evaluations. International journal of data mining & knowledge management process, 5(2), 1.
Jalali, H., and Ebrahimi, M. (2021). Residual Life and Reliability Assessment of Underground RC sanitary Sewer Pipelines Under Uncertainty (No. 20STUTA25). Transportation Consortium of South-Central States.
Kaur, K. K., Najafi, M. M., Ghalambor, S. S., and Jibreen, A. (2022). Evaluation of a Hybrid Polyurea Spray Applied Pipe Lining for Structural Pipe Rehabilitation.
Kaur, K., Ghalambor, S., Najafi, M., Jibreen, A., and Arjun, M. Testing and Evaluation of a Hybrid Polyurea Spray Applied Pipe Lining for Structural Applications. In Pipelines 2022 (pp. 355–366).
Kaushal, V., Najafi, M., Serajiantehrani, R., Malek Mohammadi, M., and Shirkhanloo, S. Construction Cost Comparison between Trenchless Cured-in-Place Pipe (CIPP) Renewal and Open-Cut Replacement for Sanitary Sewer Applications. In Pipelines 2022 (pp. 171–177).
Kramer, O. (2016). Machine learning for evolution strategies (Vol. 20). Switzerland: Springer.
Loganathan, K. (2021). Development of a Model to Prioritize Inspection and Condition Assessment of Gravity Sanitary Sewer Systems (Doctoral dissertation, The University of Texas at Arlington).
Malek Mohammadi, M., Najafi, M., Salehabadi, N., Serajiantehrani, R., and Kaushal, V. (2020). Predicting condition of sanitary sewer pipes with gradient boosting tree. In Pipelines 2020 (pp. 80–89). Reston, VA: American Society of Civil Engineers.
Müller, A. C., and Guido, S. (2016). Introduction to machine learning with Python: a guide for data scientists. O’Reilly Media, Inc.
Opila, M. C. (2011). Structural condition scoring of buried sewer pipes for risk-based decision making. University of Delaware.
Shirkhanloo, S. (2022). Evaluation of Decision-Making Prediction Models for Sewer Pipes Asset Management (Doctoral dissertation).
Shirkhanloo, S. Investigation of Pollutants Situation in the Construction Industry: A Case Study of Iran.
Shirkhanloo, S., Najafi, M., Kaushal, V., and Rajabi, M. (2021). A Comparative Study on the Effect of Class C and Class F Fly Ashes on Geotechnical Properties of High-Plasticity Clay. CivilEng, 2(4), 1009–1018.

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Pipelines 2023
Pages: 158 - 169

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Published online: Aug 10, 2023

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Salar Shirkhanloo, Ph.D. [email protected]
1Clinical Assistant Professor, Univ. of North Texas, Denton, TX. Email: [email protected]
Madhuri Arjun [email protected]
2Ph.D. Candidate, Dept. of Civil Engineering, Center for Underground Infrastructure Research and Education, Univ. of Texas at Arlington, Arlington, TX. Email: [email protected]
Mohammad Najafi, Ph.D., F.ASCE [email protected]
P.E.
3Professor and Director, Dept. of Civil Engineering, Center for Underground Infrastructure Research and Education, Univ. of Texas at Arlington, Arlington, TX. Email: [email protected]
Vinayak Kaushal, Ph.D., M.ASCE [email protected]
4Assistant Professor of Instruction, Dept. of Civil Engineering, Center for Underground Infrastructure Research and Education, Univ. of Texas at Arlington, Arlington, TX. Email: [email protected]
Kawalpreet Kaur [email protected]
5Ph.D. Candidate, Dept. of Civil Engineering, Center for Underground Infrastructure Research and Education, Univ. of Texas at Arlington, Arlington, TX. Email: [email protected]
Ahmad Jibreen [email protected]
6Ph.D. Candidate, Dept. of Civil Engineering, Center for Underground Infrastructure Research and Education, Univ. of Texas at Arlington, Arlington, TX. Email: [email protected]

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