Inverse Laplace Transform for Transient-State Fluid Line Network Simulation
Publication: Journal of Engineering Mechanics
Volume 138, Issue 1
Abstract
Inverse Laplace transform methods have a long history in the development of time-domain fluid line models. This paper presents a study combining the new Laplace-domain input/output (I/O) model derived from the network admittance matrix with the Fourier series expansion numerical inverse Laplace transform (NILT) to serve as a time-domain simulation model. A series of theorems are presented demonstrating the stability of the I/O model, which is important for the construction of the NILT method. In the previous work by the first author, the Fourier series expansion algorithm was studied, where qualitative relationships between the parameters and numerical errors were analyzed, and reliable parameter heuristics were developed. These heuristics are used for a series of numerical examples dealing with networks of 11, 35, 51, and 94 pipes by using five different pipe models. The examples are used as the basis from which the accuracy and numerical efficiency of the proposed NILT are compared to the standard method of characteristics (MOCs) model for transient pipeline networks. Findings show that, for all case studies considered, the proposed NILT is numerically efficient for the pipe types involving convolution operations, and it is accurate for networks composed of both linear and nonlinear pipe types.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgment
This research has been financially supported by the Australian Research Council.
References
Abate, J., and Whitt, W. (1992). “The Fourier-series method for inverting transforms of probability distributions.” Queueing Syst. Theory Appl., 10(1–2), 5–88.
Abate, J., and Whitt, W. (1995). “Numerical inversion of Laplace transforms of probability distributions.” ORSA J. Comput., 7(1), 36–43.
Chaudhry, M. H. (1987). Applied hydraulic transients, 2nd Ed., Van Nostrand Reinhold, New York.
Crump, K. S. (1976). “Numerical inversion of Laplace transforms using a Fourier-series approximation.” J. ACM, 23(1), 89–96.
Das, D., and Arakeri, J. H. (1998). “Transition of unsteady velocity profiles with reverse flow.” J. Fluid Mech., 374,251–283.
Datta, R. S. N., and Sridharan, K. (1994). “Parameter estimation in water-distribution systems by least squares.” J. Water Resour. Plann. Manage., 120(4), 405–422.
Desoer, C. A., and Vidyasagar, M. (1975). Feedback systems: Input-output properties, Academic Press, New York.
Diestel, R. (2000). Graph theory, 2nd Ed., Springer-Verlag, New York.
Franklin, G. F., Powell, J. D., and Emami-Naeini, A. (2001). Feedback control of dynamic systems, 4th Ed., Prentice Hall, Upper Saddle River, NJ.
Goodson, R. E., and Leonard, R. G. (1972). “A survey of modeling techniques for fluid line transient.” J. Basic Eng., 94(2), 474–482.
Kim, S. H. (2007). “Address oriented impedance matrix method for generic calibration of heterogeneous pipe network systems.” J. Hydraul. Eng., 134(1), 66.
Kim, S. H. (2008a). “Address-oriented impedance matrix method for generic calibration of heterogeneous pipe network systems.” J. Hydraul. Eng., 134(1), 66–75.
Kim, S. H. (2008b). “Impulse response method for pipeline systems equipped with water hammer protection devices.” J. Hydraul. Eng., 134(7), 961–969.
Kim, S. H. (2010). “Design of surge tank for water supply systems using the impulse response method with the GA algorithm.” J. Mech. Sci. Tech., 24(2), 629–636.
Kim, S., and Koo, J. (2006). “Impulse leakage analysis for series pipelines.” J. Water Supply Res. Technol. Aqua, 55(3), 169–177.
Kim, S. H., Yoo, W. S., Oh, K. J., Hwang, I. S., and Oh, J. E. (2006). “Transient analysis and leakage detection algorithm using GA and HS algorithm for a pipeline system.” J. Mech. Sci. Tech., 20(3), 426–434.
Kojima, E., Shinada, M., and Yu, J. (2002). “Development of accurate and practical simulation technique based on the modal approximations for fluid transients in compound fluid-line systems (1st report: Establishment of fundamental calculation algorithm and basic considerations for verification of its availability).” Int. J. Fluid Power, 3(2), 5–15.
Margolis, D. L., and Yang, W. C. (1985). “Bond graph models for fluid networks using modal approximation.” J. Dyn. Syst. Meas. Control Trans., 107(3), 169–175.
Pudar, R. S., and Liggett, J. A. (1992). “Leaks in pipe networks.” J. Hydraul. Eng., 118(7), 1031–1046.
Rieutord, E., and Blanchard, A. (1979). “Pulsating viscoelastic pipe flow—Water-hammer.” J. Hydraul. Res., 17(3), 217–229 (in French).
Stephens, M. L. (2008). “Transient response analysis for fault detection and pipeline wall condition assessment in field water transmission and distribution pipelines and networks.” Ph.D. thesis, The Univ. of Adelaide, Adelaide, Australia.
Suo, L., and Wylie, E. B. (1989). “Impulse response method for frequency-dependent pipeline transients.” J. Fluids Eng., 111(4), 478–483.
Suo, L., and Wylie, E. B. (1990). “Hydraulic transients in rock-bored tunnels.” J. Hydraul. Eng., 116(2), 196–210.
Triverio, P., Grivet-Talocia, S., Nakhla, M. S., Canavero, F. G., and Achar, R. (2007). “Stability, causality, and passivity in electrical interconnect models.” IEEE Trans. Adv. Packag., 30(4), 795–808.
Vardy, A. E., and Brown, J. M. B. (2003). “Transient turbulent friction in smooth pipe flows.” J. Sound Vib., 259(5), 1011–1036.
Vardy, A. E., and Brown, J. M. B. (2004). “Transient turbulent friction in fully-rough pipe flows.” J. Sound Vib., 270(1-2), 233–257.
Vardy, A. E., and Brown, J. M. B. (2007). “Approximation of turbulent wall shear stresses in highly transient pipe flows.” J. Hydraul. Eng., 133(11), 1219–1228.
Vítkovský, J. P. (2001). “Inverse analysis and modelling of unsteady pipe flow: Theory, applications and experimental verification.” Ph.D. thesis, The Univ. of Adelaide, Adelaide, Australia.
Vítkovský, J. P., Stephens, M. L., Bergant, A., Lambert, M. F., and Simpson, A. R. (2004). “Efficient and accurate calculation of Zielke and Vardy-Brown unsteady friction in pipe transients.” 9th Int. Conf. on Pressure Surges, Vol. 2, BHR Group, Chester, UK, 405–419.
Wylie, E. B., and Streeter, V. L. (1993). Fluid transients in systems, Prentice Hall, Englewood Cliffs, New Jersey.
Yang, W. C., and Tobler, W. E. (1991). “Dissipative modal approximation of fluid transmission-lines using linear friction model.” J. Dyn. Syst. Meas. Control Trans., 113(1), 152–162.
Zecchin, A. C. (2010). “Laplace-domain analysis of fluid line networks with applications to time-domain simulation and system parameter identification.” Doctor of Philosophy dissertation, The Univ. of Adelaide, Adelaide, Australia.
Zecchin, A. C., Simpson, A. R., Lambert, M. F., White, L. B., and Vitkovsky, J. P. (2009). “Transient modeling of arbitrary pipe networks by a Laplace-domain admittance matrix.” J. Eng. Mech., 135(6), 538–547.
Zecchin, A. C., Simpson, A. R., Lambert, M. F., White, L. B., and Vitkovsky, J. P. (2010). “Frequency-domain modeling of transients in pipe networks with compound nodes using a Laplace-domain admittance matrix.” J. Hydraul. Eng., 136(10), 739–755.
Zielke, W. (1968). “Frequency-dependent friction in transient pipe flow.” J. Basic Eng., 90(1), 109–115.
Information & Authors
Information
Published In
Copyright
© 2012 American Society of Civil Engineers.
History
Received: Jul 15, 2010
Accepted: Jul 28, 2011
Published online: Jul 30, 2011
Published in print: Jan 1, 2012
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.