Fluid-Structure Interaction in Transient-Based Extended Defect Detection of Pipe Walls
Publication: Journal of Hydraulic Engineering
Volume 146, Issue 4
Abstract
This paper investigates the effect of fluid-structure interaction (FSI) on the efficiency of transient-based reflections analysis (TBRA) applied to the detection of extended deteriorations in a reservoir-pipe-valve system. A waterhammer-with-FSI solver, based on the method of characteristics (MOC) and the finite-element method (FEM), is used and validated against available numerical and experimental results. Analytical expressions for the magnitudes of pressure reflections caused by FSI are derived. They tell how the system parameters affect FSI. The results obtained for the considered situation reveal that both pipe wall vibration (FSI) and pipe wall deteriorations may affect transient pressure in a similar, and possibly indistinguishable, way. Neglecting FSI in TBRA would skew the estimated locations, lengths, and numbers of the deteriorations in systems with considerable pipe wall axial vibration, thus making TBRA a more complicated method in flexible pipe systems.
Get full access to this article
View all available purchase options and get full access to this article.
References
Ahmadi, A., and A. Keramat. 2010. “Investigation of fluid–structure interaction with various types of junction coupling.” J. Fluids Struct. 26 (7–8): 1123–1141. https://doi.org/10.1016/j.jfluidstructs.2010.08.002.
Brunone, B., M. Ferrante, S. Meniconi, and C. Massari. 2013. “Effectiveness assessment of pipe systems by means of transient test-based techniques.” Procedia Environ. Sci. 19: 814–822. https://doi.org/10.1016/j.proenv.2013.06.090.
Colombo, A. F., P. J. Lee, and B. W. Karney. 2009. “A selective literature review of transient-based leak detection methods.” J. Hydro-environ. Res. 2 (4): 212–227. https://doi.org/10.1016/j.jher.2009.02.003.
Covas, D., and H. Ramos. 2010. “Case studies of leak detection and location in water pipe systems by inverse transient analysis.” J. Water Resour. Plann. Manage. 136 (2): 248–257. https://doi.org/10.1061/(ASCE)0733-9496(2010)136:2(248).
Covas, D., I. Stoianov, J. Mano, H. Ramos, N. Graham, and C. Maksimovic. 2005. “The dynamic effect of pipe-wall viscoelasticity in hydraulic transients. II: Model development, calibration and verification.” J. Hydraul. Res. 43 (1): 56–70. https://doi.org/10.1080/00221680509500111.
Duan, H. F., P. J. Lee, M. S. Ghidaoui, and J. Tuck. 2014. “Transient wave-blockage interaction and extended blockage detection in elastic water pipelines.” J. Fluids Struct. 46 (Apr): 2–16. https://doi.org/10.1016/j.jfluidstructs.2013.12.002.
Duan, H. F., P. J. Lee, A. Kashima, J. Lu, M. S. Ghidaoui, and Y. K. Tung. 2013. “Extended blockage detection in pipes using the system frequency response: Analytical analysis and experimental verification.” J. Hydraul. Eng. 139 (7): 763–771. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000736.
Ferras, D., P. A. Manso, A. J. Schleiss, and D. Covas. 2017. “Fluid-structure interaction in straight pipelines with different anchoring conditions.” J. Sound Vib. 394 (Apr): 348–365. https://doi.org/10.1016/j.jsv.2017.01.047.
Gong, J., Y. Kim, H. Fandrich, M. F. Lambert, A. R. Simpson, and A. Zecchin. 2015a. “Field study on pipeline parameter identification using fluid transient waves with time domain analysis.” In Proc., 12th Int. Conf. on Pressure Surges, 595–607. Dublin, Ireland: BHR Group.
Gong, J., M. F. Lambert, T. N. Nguyen, A. C. Zecchin, and A. R. Simpson. 2018. “Detecting thinner-walled pipe sections using a spark transient pressure wave generator.” J. Hydraul. Eng. 144 (2): 06017027. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001409.
Gong, J., M. F. Lambert, A. Simpson, and A. Zecchin. 2014. “Detection of localized deterioration distributed along single pipelines by reconstructive MOC analysis.” J. Hydraul. Eng. 140 (2): 190–198. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000806.
Gong, J., A. Simpson, M. Lambert, A. Zecchin, Y. Kim, and A. Tijsseling. 2013. “Detection of distributed deterioration in single pipes using transient reflections.” J. Pipeline Syst. Eng. Pract. 4 (1): 32–40. https://doi.org/10.1061/(ASCE)PS.1949-1204.0000111.
Gong, J., M. L. Stephens, N. S. Arbon, A. C. Zecchin, M. F. Lambert, and A. R. Simpson. 2015b. “On-site non-invasive condition assessment for cement mortar-lined metallic pipelines by time-domain fluid transient analysis.” Struct. Health Monit. 14 (5): 426–438. https://doi.org/10.1177/1475921715591875.
Hachem, F., and A. Schleiss. 2012a. “Detection of local wall stiffness drop in steel-lined pressure tunnels and shafts of hydroelectric power plants using steep pressure wave excitation and wavelet decomposition.” J. Hydraul. Eng. 138 (1): 35–45. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000478.
Hachem, F., and A. Schleiss. 2012b. “Effect of drop in pipe wall stiffness on water-hammer speed and attenuation.” J. Hydraul. Res. 50 (2): 218–227. https://doi.org/10.1080/00221686.2012.656838.
Haghighi, A., and A. Keramat. 2012. “A fuzzy approach for considering uncertainty in transient analysis of pipe networks.” J. Hydroinf. 14 (Sep): 1024–1035. https://doi.org/10.2166/hydro.2012.191.
Heinsbroek, A. G. T. J. 1997. “Fluid-structure interaction in non-rigid pipeline systems.” Nucl. Eng. Des. 172 (1–2): 123–135. https://doi.org/10.1016/S0029-5493(96)01363-5.
Keramat, A., M. Fathi-Moghadam, R. Zanganeh, M. Rahmanshahi, A. Tijsseling, and E. Jabbari. 2020. “Experimental investigation of transients-induced fluid-structure interaction in a pipeline with multiple-axial supports.” J. Fluids Struct. 93 (Feb): 102848. https://doi.org/10.1016/j.jfluidstructs.2019.102848.
Keramat, A., and A. Haghighi. 2014. “Straightforward transient-based approach for the creep function determination in viscoelastic pipes.” J. Hydraul. Eng. 140 (12): 04014058. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000929.
Keramat, A., A. S. Tijsseling, Q. Hou, and A. Ahmadi. 2012. “Fluid-structure interaction with pipe-wall viscoelasticity during water hammer.” J. Fluids Struct. 28 (Jan): 434–455. https://doi.org/10.1016/j.jfluidstructs.2011.11.001.
Keramat, A., and R. Zanganeh. 2019. “Statistical performance analysis of transient-based extended blockage detection in a water supply pipeline.” J. Water Supply Res. Technol. AQUA 68 (5): 346–357. https://doi.org/10.2166/aqua.2019.014.
Lavooij, C. S. W., and A. S. Tijsseling. 1991. “Fluid-structure interaction in liquid-filled piping systems.” J. Fluids Struct. 5 (5): 573–595. https://doi.org/10.1016/S0889-9746(05)80006-4.
Louati, M., M. S. Ghidaoui, S. Meniconi, and B. Brunone. 2018. “Bragg-type resonance in blocked pipe system and its effect on the eigen frequency shift.” J. Hydraul. Eng. 144 (1): 04017055. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001380.
Louati, M., M. Meniconi, M. S. Ghidaoui, and B. Brunone. 2017. “Experimental study of the eigenfrequency shift mechanism in blocked pipe system.” J. Hydraul. Eng. 143 (10): 04017044. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001347.
Meniconi, S., B. Brunone, and M. Ferrante. 2012. “Water-hammer pressure waves interaction at cross-section changes in series in viscoelastic pipes.” J. Fluids Struct. 33 (Aug): 44–58. https://doi.org/10.1016/j.jfluidstructs.2012.05.007.
Reddy, J. N. 1993. An introduction to the finite element method. 2nd ed. New York: McGraw-Hill.
Soares, A. K., D. Covas, and L. F. Reis. 2008. “Analysis of PVC pipe-wall viscoelasticity during water hammer.” J. Hydraul. Eng. 143 (9): 1389–1394. https://doi.org/10.1061/(ASCE)0733-9429(2008)134:9(1389).
Stephens, M. L., M. F. Lambert, and A. R. Simpson. 2013. “Determining the internal wall condition of a water pipeline in the field using an inverse transient.” J. Hydraul. Eng. 139 (3): 310–324. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000665.
Stephens, M. L., A. R. Simpson, and M. F. Lambert. 2008. “Internal wall condition assessment for water pipelines using inverse transient analysis.” In Proc., 10th Annual Symp. on Water Distribution Systems Analysis. Reston, VA: ASCE.
Tijsseling, A. S. 1993. “Fluid-structure interaction in case of water hammer with cavitation.” Ph.D. thesis, Faculty of Civil Engineering and Geosciences, Delft Univ. Technology.
Tijsseling, A. S. 1996. “Fluid-structure interaction in liquid-filled pipe systems: A review.” J. Fluids Struct. 10 (2): 109–146. https://doi.org/10.1006/jfls.1996.0009.
Tijsseling, A. S. 2019. “An overview of fluid-structure interaction experiments in single-elbow pipe systems.” J. Zhejiang Univ. Sci. A 20 (4): 233–242. https://doi.org/10.1631/jzus.A1800564.
Tuck, J., and P. Lee. 2013. “Inverse transient analysis for classification of wall thickness variations in pipelines.” Sensors 13 (12): 17057–17066. https://doi.org/10.3390/s131217057.
Tuck, J., P. Lee, M. Davidson, and M. S. Ghidaoui. 2013. “Analysis of transient signals in simple pipeline systems with an extended blockage.” J. Hydraul. Res. 51 (6): 623–633. https://doi.org/10.1080/00221686.2013.814599.
Wiggert, D. C., and A. S. Tijsseling. 2001. “Fluid transients and fluid-structure interaction in flexible liquid-filled piping.” Appl. Mech. Rev. 54 (5): 455–481. https://doi.org/10.1115/1.1404122.
Wilkinson, D. H., and E. M. Curtis. 1980. “Water hammer in a thin-walled pipe.” In Proc,. 3rd Int. Conf. on Pressure Surges, 221–240. Canterbury, UK: BHR Group.
Zanganeh, R., A. Ahmadi, and A. Keramat. 2015. “Fluid-structure interaction with viscoelastic support during waterhammer in a pipeline.” J. Fluids Struct. 54 (Apr): 215–234. https://doi.org/10.1016/j.jfluidstructs.2014.10.016.
Zhao, M., M. S. Ghidaoui, M. Louati, and H. F. Duan. 2018. “Numerical study of the blockage length effect on the transient wave in pipe flows.” J. Hydraul. Res. 56 (2): 245–255. https://doi.org/10.1080/00221686.2017.1394374.
Information & Authors
Information
Published In
Copyright
©2020 American Society of Civil Engineers.
History
Received: Dec 13, 2018
Accepted: Jul 17, 2019
Published online: Jan 28, 2020
Published in print: Apr 1, 2020
Discussion open until: Jun 28, 2020
Authors
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.