TECHNICAL PAPERS
Aug 1, 1994

Inverse Transient Analysis in Pipe Networks

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Publication: Journal of Hydraulic Engineering
Volume 120, Issue 8

Abstract

Modern monitoring devices can inexpensively extract a huge amount of data from water‐distribution systems through measurements of pressure (and sometimes flows). These data can be used in algorithms for transient analysis, time‐lagged calculations, inverse calculations, and event detection to continuously determine the calibration and the general state of health of the distribution system. The last three calculations depend on the first. The most useful of those three is the inverse calculation, which can calibrate while determining leaks or unauthorized use. A key to efficient calculation is the adjoint solution of the system (generally easier than the transient analysis) to find gradient data and a Jacobian matrix. These are used to find a Hessian matrix, which is used in the Levenberg‐Marquardt method to adjust parameters so as to minimize the difference between calculated and measured heads. The adjoint method is also used to compute sensitivities, which are valuable in judging the quality of the solution.

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References

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Bonema, S. R., and Young, R. W. (1989). “Hydraulic transient analysis tool for power plant piping systems.” Proc., SCS Multiconf. of Simulators VI, Society for Computer Simulators, San Diego, Calif., 27–32.
2.
Golub, G. H., and Van Loan, C. F. (1983). Matrix Computations, Johns Hopkins Univ. Press, Baltimore, Md.
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Karney, B. W., and McInnis, D. (1990). “Transient analysis of water distribution systems.” J. Am. Water Works Assoc., 82(7), 62–70.
4.
Karney, B. W., and McInnis, D. (1992). “Transient flow analysis of pipe networks.” J. Hydr. Engrg., ASCE, 118(7), 1014–1030.
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Kim, H. T. (1989). “Feedwater system waterhammer analysis.” Transient thermal hydraulics in vessels and piping systems (Publication PVP 159), American Society of Mechanical Engineers, New York, N.Y., 11–15.
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Press, W. H., Flannery B. P., Teukolsky S. A., and Vetterling, W. T. (1986). Numerical recipes. Cambridge University Press, Cambridge, U.K.
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Pudar, R. S., and Liggett, J. A. (1992). “Leaks in pipe networks.” J. Hydr. Engrg., ASCE, 118(7), 1031–1046.
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Roberson, J. A., Cassidy, J. J., and Chaudhry, M. H. (1988). Hydraulic engineering, Houghton Mifflin Co., Boston, Mass.
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Sibetheros, I. A., Holley, E. R., and Branski, J. M. (1991). “Spline interpolations for water hammer analysis.” J. Hydr. Engrg., ASCE, 117(10), 1332–1351.
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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 120Issue 8August 1994
Pages: 934 - 955

History

Received: Jul 8, 1993
Published online: Aug 1, 1994
Published in print: Aug 1994

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Authors

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James A. Liggett
Prof., School of Civ. and Envir. Engrg., Cornell Univ., 273 Hollister Hall, Ithaca, N.Y. 14853‐3501
Li‐Chung Chen
Grad. Student, School of Civ. and Envir. Engrg., Cornell Univ., Ithaca, N.Y.

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