Home
Scholarly Works
Modified Transformation and Integration of 1D Wave...
Journal article

Modified Transformation and Integration of 1D Wave Equations

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.

Authors

Ghidaoui MS; Karney BW

Journal

Journal of Hydraulic Engineering, Vol. 121, No. 10, pp. 758–760

Publisher

American Society of Civil Engineers (ASCE)

Publication Date

January 1, 1995

DOI

10.1061/(asce)0733-9429(1995)121:10(758)

ISSN

0733-9429

Contact the Experts team