TECHNICAL NOTES
Oct 1, 1995

Modified Transformation and Integration of 1D Wave Equations

Publication: Journal of Hydraulic Engineering
Volume 121, Issue 10

Abstract

This technical note introduces an alternative method of transforming hyperbolic partial-differential equations into characteristic form. The method is based on transforming the governing equations to a reference frame moving with finite speed u . Thus, the method is analogous to the “moving observers” used traditionally in graphical water-hammer theory to solve the equations of motion [e.g., Parmakian (1963) and Bergeron (1961)] or to the method of deriving simplified governing equations by using a translating reference frame [e.g., Henderson (1966)]. The difference in the present case is that although the governing equations are assumed to be known, they are transformed into characteristic form by a shift in reference frame. In essence, the transformation uses the total derivative concept and is both simple and insightful. In fact, for both open-channel flow and water-hammer applications, it is shown that by transforming only the continuity equation along a characteristic curve, the dynamic equation naturally arises during the transformation. A mathematical justification and generalization of the proposed method is provided.

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References

1.
Abbott, M. B. (1966). An introduction to the method of characteristics. Thames and Hudson, New York, N.Y.
2.
Bergeron, L. (1961). Water hammer in hydraulics and wave surges in electricity. John Wiley & Sons, Inc., New York, N.Y.
3.
Chaudhry, M. H. (1987). Applied hydraulic transients. Van Nostrand Reinhold, New York, N.Y.
4.
Ghidaoui, M. S., and Karney, B. W.(1994). “Equivalent differential equations in fixid-grid characteristic method.”J. Hydr. Engrg., ASCE, 120(10), 1159–1175.
5.
Lister, M. (1960). “The numerical solution of hyperbolic partial differential equations by the method of characteristics.”Numerical methods for digital computers, A. Ralston and H. S. Wilf, eds., John Wiley & Sons, Inc., New York, N.Y. 165–179.
6.
Parmakian, J. (1963). Water-hammer analysis. Dover Publ., New York, N.Y.
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Wylie, E. B., and Streeter, V. L. (1993). Fluid transients in systems. Prentice-Hall, Englewood Cliffs, N.J.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 121Issue 10October 1995
Pages: 758 - 760

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Published online: Oct 1, 1995
Published in print: Oct 1995

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Authors

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Mohamed S. Ghidaoui
Asst. Prof., Dept. of Civ. and Struct. Engrg., Hong Kong Univ. of Sci. and Technol., Kowloon, Hong Kong.
Bryan W. Karney
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Toronto, Toronto, M5S 1A4, Canada.

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