ABSTRACT

The inevitable aging of pipelines has become a challenge in the underground infrastructure industry. During the pipe’s service life, corrosion can have a detrimental effect on the material and life span of the pipe. The corrosion effect increases with time, and in the worst-case scenario, corrosion can considerably reduce the effective internal pipe diameter, subsequently increasing the pipe roughness. The pipe roughness affects the friction factor and, consequently, has a negative impact on the pipe flow and pumping requirements. Therefore, spray applied pipe lining (SAPL) can be a potential rehabilitation process to reduce the impact of corrosion and improve pipe roughness. Lining the host pipe decreases the internal diameter (ID), which can affect the flow capacity of the pipe, especially in pressure pipes. Therefore, it is important to evaluate the flow characteristic of the lining system when applied to pressure pipes. The hydraulic flow test was designed to measure the friction factor of the lined pipe and then compare it with the friction factor of the bare new and corroded carbon steel pipes. The friction factor for all scenarios was calculated at a high Reynolds number. In addition, the test was aimed to measure the roughness profile of the liner and compare it with corroded carbon steel pipes. In the end, the head loss was compared for bare pipe, lined, and corroded pipes to evaluate the effect of the lining system on the internal diameter, roughness, and flow capacity of the pressure pipes.

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REFERENCES

Bain, S. W. (1979). Corrosion in Carbon Steel Raw Water Piping, Tennessee Valley Authority, September, 1979 https://www.nrc.gov/docs/ML2132/ML21323A101.pdf.
Barber, M. E., Bakeer, R. M., Sever, V. F., and Boyd, G. R. (2005). Effect of close-fit sliplining on the hydraulic capacity of a pressurized pipeline. Tunnelling and underground space technology, 20(1), 23–31.
Calderón, D. R., Kaur, K., and Najafi, M. Selection of Pipe Lining Materials Based on Mechanical Properties. In Pipelines 2023 (pp. 276–284).
Colebrook, C. F. (1939). Turbulent flow in pipes with a particular reference to the transition region between smooth and rough pipe laws. https://doi.org/10.1680/ijoti.1939.13150.
EPA. (2012). “Performance Evaluation of Innovative Water Main Rehabilitation Cure-in-Place Lining Product in Cleveland, Ohio”. Accessed June 07, 2023. https://nepis.epa.gov/Exe/ZyPDF.cgi/P100DZL3.PDF?Dockey=P100DZL3.PDF.
Ghalambor, S., Caldwell, B., Kaur, K., Diego, C., and Najafi, M. (2023b). Testing and Evaluation of a Polymeric Spray Applied Pipe Lining for Pressure Pipes Renewal. In Proceedings of the Australasian Society for Trenchless Technology ASTT’s 2023 No-Dig Down Under, Sydney, New South Wales, Australia, Jun 14–17, 2023.
Ghalambor, S., Caldwell, B., Kaur, K., Diego, C., Najafi, M., and Momani, Z., (2023a). Reactive Approach in Structural Pipeline Integrity Using Polymeric Spray Applied Pipe Lining. In Proceedings of the North American Society for Trenchless Technology NASTT’s 2023 No-Dig Show, Edmonton, AB, Canada, October 23–25, 2023.
Guo, X., Wang, T., Yang, K., Fu, H., Guo, Y., and Li, J. (2020). Estimation of equivalent sand–grain roughness for coated water supply pipes. Journal of Pipeline Systems Engineering and Practice, 11(1), 04019054.
Kaur, K. (2023a). Testing And Evaluation of Polymeric Spray Applied Pipe Lining in Pressure Pipe Applications. Dissertation, University of Texas at Arlington, Arlington, TX, U.S.
Kaur, K., Ghalambor, S., Najafi, M., and Diego, C. (2023c). Review of Classification and Certification Requirements for Polymeric Spray Applied Pipe Lining for Gravity and Pressure Pipes. In Proceedings of the North American Society for Trenchless Technology NASTT’s 2023 No-Dig Show, Portland, OR, USA, April 30– May 04, 2022.
Kaur, K., Ghalambor, S., Najafi, M., and Jibreen, A. (2022a). Evaluation of a Hybrid Polyurea Spray Applied Pipe Lining for Structural Pipe Rehabilitation. In Proceedings of the North American Society for Trenchless Technology NASTT’s 2022 No-Dig Show, Minneapolis, MN, USA, 10–14 April 2022.
Kaur, K., Ghalambor, S., Najafi, M., Karthikeyan, L., and Shirkhanloo, S. (2023b). Short-term Hole Spanning Testing and Evaluation for Spray Applied Pipe Lining. In Proceedings of the ASCE Pipeline Conference, San Antonio, TX, USA, 12 August–16 August 2023.
Loganathan, K., Najafi, M., Kumar Maduri, P., and Kaur, K. (2023). Condition Prediction of Sanitary Sewer Pipe Dataset with Imbalanced Classification. In Proceedings of the ASCE Pipeline Conference, San Antonio, TX, USA, 12 August–16 August 2023.
Najafi, M., and Gokhale, S. (2022). Trenchless Technology. McGraw Hill Education.
Onat, E. A., Walters, T. W., Mobley, D. M., and Mead, J. J. (2016, June). Hydraulic Model Calibration of a Nuclear Plant Service Water System. In ASME Power Conference (Vol. 50213, p. V001T11A002). American Society of Mechanical Engineers.
Rajani, B., and Kleiner, Y. (2002). “Towards Pro-active Rehabilitation Planning of Water Supply Systems.” International Conference on Computer Rehabilitation of Water Networks-CARE-W, Dresden, Germany.
Zhou, Y. (2018). Deterioration and Optimal Rehabilitation Modelling for Urban Water Distribution Systems (1st ed.). CRC Press.

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Pipelines 2024
Pages: 242 - 252

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Published online: Aug 30, 2024

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Kawalpreet Kaur, Ph.D., M.ASCE [email protected]
1Postdoctoral Research Associate, Center for Underground Infrastructure Research and Education, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX. Email: [email protected]
Sanaz Ghalambor, M.ASCE [email protected]
2Ph.D. Student and Advisory Engineer, Coatings and Linings, Framatome, Lynchburg, VA. Email: [email protected]
Brandon Caldwell [email protected]
3Manager, Innovative Solutions, Framatome, Lynchburg, VA. Email: [email protected]
Diego Calderon, P.E. [email protected]
4Ph.D. Student, Center for Underground Infrastructure Research and Education, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX. Email: [email protected]
Mohammad Najafi, Ph.D., P.E., F.ASCE [email protected]
5Professor and Director, Center for Underground Infrastructure Research and Education, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX. Email: [email protected]
Zaid Momani, Ph.D. [email protected]
6Structural Engineer, Nukote Coating Sytems International, LLC, Bedford, TX. Email: [email protected]
Loganathan Karthikeyan, Ph.D. [email protected]
7Assistant Professor of Instruction, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX. Email: [email protected]

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