Technical Papers
Nov 28, 2013

Parameter Identification in Pipeline Networks: Transient-Based Expectation-Maximization Approach for Systems Containing Unknown Boundary Conditions

Publication: Journal of Hydraulic Engineering
Volume 140, Issue 6

Abstract

The simulation of hydraulic transients within fluid line networks is important for many applications (for example, water hammer analysis within distribution networks). However, in many instances, modeling efforts are impeded by the fact that the pipeline parameters are either unknown or can vary significantly from their assumed design values. Consequently, research efforts have focused on the development of parameter identification techniques, mapping from measured transient data to pipeline parameter estimates. A limitation of previous works has been the need for systems to have all boundary conditions either measured or known (e.g., transient pressure measurements or reservoir boundary conditions). This paper aims to relax this requirement and presents a parameter identification method for fluid line networks based on transient-state measurements of the hydraulic state variables of pressure and flow, in the presence of unmeasured and unknown boundary conditions. Utilizing a Laplace-domain admittance matrix representation of the system, the contribution to the hydraulic system dynamics from the measured and unmeasured state variables (i.e., boundary conditions) is made explicit. This model is then used as the basis for the development of a parameter estimation methodology based on the expectation-maximization (EM) algorithm. The importance of the EM approach is that it provides a framework for parameter estimation in the presence of unmeasured state variables by effectively integrating out the influence of the unmeasured variables. Numerical examples demonstrate the utility of this method for a network with a range of pipeline models.

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Acknowledgments

This research has been financially supported by the Australian Research Council.

References

Brillinger, D. R. (1974). Time series: data analysis and theory, Holt Rinehart and Winston, New York.
Dempster, A. P., Larid, N. M., and Rubin, D. B. (1977). “Maximum likelihood from incomplete data set via the EM algorithm.” J. Royal Stat. Soc. B, 39(1), 1–38.
Diestel, R. (2000). Graph theory, Springer-Verlag, New York.
Isermann, R. (1984). “Process fault-detection based on modeling and estimation methods—A survey.” Automatica, 20(4), 387–404.
Kim, S. H. (2008). “Address-oriented impedance matrix method for generic calibration of heterogeneous pipe network systems.” J. Hydraul. Eng., 66–75.
Lee, P. J., Vítkovský, J. P., Lambert, M. F., Simpson, A. R., and Liggett, J. A. (2005). “Frequency domain analysis for detecting pipeline leaks.” J. Hydraul. Eng., 596–604.
Liggett, J. A., and Chen, L. C. (1994). “Inverse transient analysis in pipe networks.” J. Hydraul. Eng., 934–955.
Liou, J. C. P., and Tian, J. (1995). “Leak detection—transient flow simulation approaches.” J. Energy Resour. Technol., 117(3), 243–248.
Mathai, A. M., and Provost, S. B. (1992). Quadratic forms in random variables: Theory and applications, vol. 126 of statistics, textbooks and monographs, Marcel Dekker, New York.
Michiko, W., and Kazunori, Y. eds. (2004). The EM algorithm and related statistical models, vol. 170 of statistics, textbooks and monographs, Marcel Dekker, New York.
Mohapatra, P. K., Chaudhry, M. H., Kassem, A., and Moloo, J. (2006). “Detection of partial blockages in a branched piping system by the frequency response method.” J. Fluids Eng., 128(5), 1106–1114.
Nash, G. A., and Karney, B. W. (1999). “Efficient inverse transient analysis in series pipe systems.” J. Hydraul. Eng., 761–764.
Rice, J. A. (1995). Mathematical statistics and data analysis, 2nd Ed., Wadsworth, Belmont, CA.
Rieutord, E., and Blanchard, A. (1979). “Pulsating viscoelastic pipe flow–Water-hammer.” J. Hydraul. Res. IAHR, 17(3), 217–229 (in French).
Schoukens, J., and Pintelon, R. (1991). Identification of linear systems: A practical guideline to accurate modeling, 1st Ed., Pergamon Press, Oxford, New York.
Stecki, J. S., and Davis, D. C. (1986). “Fluid transmission-lines—Distributed parameter models. 1. A review of the state-of-the-art.” J. Power Energy, 200(4), 215–228.
Vardy, A. E., and Brown, J. M. B. (2007). “Approximation of turbulent wall shear stresses in highly transient pipe flows.” J. Hydraul. Eng., 1219–1228.
Verde, C., Visairo, N., and Gentil, S. (2007). “Two leaks isolation in a pipeline by transient response.” Adv. Water Resour., 30(8), 1711–1721.
Wang, X. J., Lambert, M. F., Simpson, A. R., Liggett, J. A., and Vitkovsky, J. P. (2002). “Leak detection in pipelines using the damping of fluid transients.” J. Hydraul. Eng., 697–711.
Wohlers, M. R. (1969). Lumped and distributed passive networks; a generalised and advanced viewpoint, Academic Press, New York.
Wylie, E. B., and Streeter, V. L. (1993). Fluid transients in systems, Prentice-Hall, Englewood Cliffs, NJ.
Zecchin, A. C. (2010). “Laplace-domain analysis of fluid line networks with applications to time-domain simulation and system parameter identification.” Ph.D. thesis, Univ. of Adelaide, Adelaide, Australia.
Zecchin, A. C., Lambert, M. F., and Simpson, A. R. (2012). “Inverse Laplace transform for transient-state fluid line network simulation.” J. Eng. Mech., 101–115.
Zecchin, A. C., Lambert, M. F., Simpson, A. R., and White, L. B. (2010). “Frequency-domain modeling of transients in pipe networks with compound nodes using a Laplace-domain admittance matrix.” J. Hydraul. Eng., 739–755.
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., 538–547.
Zecchin, A. C., White, L. B., Lambert, M. F., and Simpson, A. R. (2013). “Parameter identification of fluid line networks by frequency-domain maximum likelihood estimation.” Mech. Syst. Signal Process., 37(1–2), 370–387.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 140Issue 6June 2014

History

Received: Oct 29, 2012
Accepted: Nov 26, 2013
Published online: Nov 28, 2013
Published in print: Jun 1, 2014
Discussion open until: Aug 10, 2014

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Authors

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A. C. Zecchin [email protected]
School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, North Terrace Campus, SA 5005, Australia (corresponding author). E-mail: [email protected]
M. F. Lambert [email protected]
M.ASCE
School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, North Terrace Campus, SA 5005, Australia. E-mail: [email protected]
A. R. Simpson [email protected]
M.ASCE
School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, North Terrace Campus, SA 5005, Australia. E-mail: [email protected]
L. B. White [email protected]
School of Electrical and Electronic Engineering, Univ. of Adelaide, North Terrace Campus, SA 5005, Australia. E-mail: [email protected]

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