Impedance Method for Multiple Reservoir Pipeline Valve Systems
Publication: Journal of Hydraulic Engineering
Volume 145, Issue 6
Abstract
The analysis of transients in a pipeline system has been primarily studied for a reservoir pipeline valve system with a single valve maneuver. This paper introduced a method to handle transients associated with multiple generation sources in the frequency domain. The combination of multiple transients can be effectively addressed through transient analysis of the multiple reservoir pipeline valve (MPRV). The impedance method was extensively developed to effectively represent the hydraulics of the MPRV. The impedance at any location along the MPRV system was derived using the relationships of complex head and discharge along the pipeline component, common head condition, and continuity condition for the junction. Both partially or fully closed and open boundaries of the control valve were implemented into the generalized impedance formulation. Several hypothetical examples were introduced to show the validity of the developed method through simulation comparisons with the method of characteristics. The impedance method provides a new capability in the pressure signal analysis, which allows the decomposition of the pressure head, depending on the pressure generation source. The generation of transients at different times can also be feasibly addressed using the proposed method.
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Acknowledgments
This research was supported by the Korean Ministry of Environment as Global Top Project (RE201606133).
References
Al-Omari, A. S., and M. H. Chaudhry. 2001. “Unsteady-state inverse chlorine modeling in pipe networks.” J. Hydraul. Eng. 127 (8): 669–677. https://doi.org/10.1061/(ASCE)0733-9429(2001)127:8(669).
Besner, M. C., M. Broseus, J. Lavoie, G. D. Giovanni, P. Payment, and M. Prevost. 2010. “Pressure monitoring and characterization of external sources of contamination at the site of the payment drinking water epidemiological studies.” Environ. Sci. Technol. 44 (1): 269–277. https://doi.org/10.1021/es901988y.
Brunone, B. 1999. “Transient test-based technique for leak detection in outfall pipes.” J. Water Resour. Plann. Manage. 125 (5): 302–306. https://doi.org/10.1061/(ASCE)0733-9496(1999)125:5(302).
Chaudhry, M. H. 2014. Applied hydraulic transients. 3rd ed. New York: Springer.
Duan, H. F., and P. J. Lee. 2016. “Transient-based frequency domain method for dead-end side branch detection in reservoir pipeline-valve systems.” J. Hydraul. Eng. 142 (2): 04015042. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001070.
Ghidaoui, M. S., B. W. Karney, and D. A. Mclnnis. 1998. “Energy estimates for discretization errors in water hammer problems.” J. Hydraul. Eng. 124 (4): 384–393. https://doi.org/10.1061/(ASCE)0733-9429(1998)124:4(384).
Karney, B. W., and D. McInnis. 1992. “Efficient calculation of transient flow in simple pipe networks.” J. Hydraul. Eng. 118 (7): 1014–1030. https://doi.org/10.1061/(ASCE)0733-9429(1992)118:7(1014).
Kim, S. H. 2005. “Extensive development of leak detection algorithm by impulse response method.” J. Hydraul. Eng. 131 (3): 2001–2007. https://doi.org/10.1061/(ASCE)0733-9429(2005)131:3(201).
Kim, S. H. 2018. “Development of multiple leakage detection method for a reservoir pipeline valve system.” Water Res. Manage. 32 (6): 2099–2112. https://doi.org/10.1007/s11269-018-1920-x.
Leon, A. S., M. S. Ghidaoui, A. R. Schmidt, and M. H. Garcia. 2008. “Efficient second-order accurate shock-capturing scheme for modeling one and two phase water hammer flows.” J. Hydraul. Eng. 134 (7): 970–983. https://doi.org/10.1061/(ASCE)0733-9429(2008)134:7(970).
Liggett, J. A., and L. Chen. 1994. “Inverse transient analysis in pipe networks.” J. Hydraul. Eng. 120 (8): 934–955. https://doi.org/10.1061/(ASCE)0733-9429(1994)120:8(934).
Louati, M., and M. S. Ghidaoui. 2018. “Eigenfrequency shift due to an interior blockage in a pipe.” J. Hydraul. Eng. 144 (1): 04017055. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001380.
Meniconi, S., B. Brunone, M. Ferrante, and C. Massari. 2011. “Small amplitude sharp pressure waves to diagnose pipe systems.” Water Resour. Manage. 25 (1): 79–96. https://doi.org/10.1007/s11269-010-9688-7.
Mpesha, W., S. L. Gassman, and M. H. Chaudry. 2001. “Leak detection in pipes by frequency response method.” J. Hydraul. Eng. 127 (2): 134–147. https://doi.org/10.1061/(ASCE)0733-9429(2001)127:2(134).
Pezzinga, G. 1999. “Quasi-2D model for unsteady flow in pipe networks.” J. Hydraul. Eng. 125 (7): 676–685. https://doi.org/10.1061/(ASCE)0733-9429(1999)125:7(676).
Scola, I. R., G. Besancon, and D. Georges. 2017. “Blockage and leak detection and location in pipelines using frequency response optimization.” J. Hydraul. Eng. 143 (1): 04016074. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001222.
Suo, L., and E. B. Wylie. 1989. “Impulse response method for frequency-dependent pipeline transients.” J. Fluids Eng. 111 (4): 478–483. https://doi.org/10.1115/1.3243671.
Vardy, A. E., and K. A. Hwang. 1991. “Characteristics model of transient friction in pipe flows.” J. Hydraul. Res. 29 (5): 669–684. https://doi.org/10.1080/00221689109498983.
Vitkovsky, J. P., P. J. Lee, A. C. Zecchin, A. R. Simpson, and M. F. Lambert. 2011. “Head- and flow-based formulations for frequency domain analysis of fluid transients in arbitrary pipe networks.” J. Hydraul. Eng. 137 (5): 556–568. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000338.
Wang, X., and M. S. Ghidaoui. 2018. “Pipeline leak detection using the matched-field process method.” J. Hydraul. Eng. 144 (6): 04018030. https://doi.org/10.10.1061/(ASCE)HY.1943-7900.0001476.
Wood, D. J., S. Lingireddy, P. F. Boulos, B. W. Karney, and D. L. McPherson. 2005. “Numerical methods for modeling transient flow in distribution system.” J. Am. Water Works Assoc. 97 (7): 104–115. https://doi.org/10.10.1002/j.1551-8833.2005.tb10936.x.
Wylie, E. B., and V. L. Streeter. 1993. Fluid transient in systems, 339. Englewood Cliffs, NJ: Prentice Hall.
Zhao, M., and M. S. Ghidaoui. 2006. “Investigation of turbulence behavior in pipe transients using a k–ε model.” J. Hydraul. Res. 44 (5): 682–692. https://doi.org/10.1080/00221686.2006.9521717.
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©2019 American Society of Civil Engineers.
History
Received: Jun 7, 2018
Accepted: Dec 7, 2018
Published online: Apr 9, 2019
Published in print: Jun 1, 2019
Discussion open until: Sep 9, 2019
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