Hostname: page-component-77c89778f8-m42fx Total loading time: 0 Render date: 2024-07-17T17:34:01.486Z Has data issue: false hasContentIssue false

Analytical Solutions of Saint Venant Equations Decomposed in Frequency Domain

Published online by Cambridge University Press:  05 May 2011

W. H. Chung*
Affiliation:
Department of Civil Engineering, Chinese Military Academy, Fengshan, Taiwan 830, R.O.C.
Y. L. Kang*
Affiliation:
Department of Civil Engineering, Chinese Military Academy, Fengshan, Taiwan 830, R.O.C.
*
*Assistant Professor
**Lecturer
Get access

Abstract

The Saint Venant equations are often merged into a single equation for being easily solvable. By doing so, the most general form of the single equation is formulated in this study if all terms are preserved. As a result, the generalized model (GM) results and contains several unexpected nonlinear terms that may impose a great limitation on model analyses. In order to identify these redundant terms, this paper discusses the employment of the linearized Saint Venant equations (LSVE) governing subcritical flow in prismatic channels. The LSVE is solved by a new procedure that separates, in the Laplace frequency domain, the governing equation of water depth from that of flow velocity and thus enables us to consider two independent equations rather than two coupled ones. This allows us to obtain analytical solutions in a much easier way. Comparisons of the response functions of LSVE and the linearized generalized model (LGM) show that the two equations provide identical solutions if the redundant terms embedded in LGM are neglected. It then follows that the response function of LGM can be utilized as a replacement for solving the analytical solution of LSVE that is valid for prismatic channels of any shape. Validity of the analytical solution is verified by repeatedly comparing with the corresponding numerical solutions of finite difference method or Crump's algorithm [1], depending on whether the flow domain is finite or semi-infinite. It is clearly demonstrated in this paper that LSVE serves as an excellent substitution for LGM whose variants have been employed for quite a few years.

Type
Articles
Copyright
Copyright © The Society of Theoretical and Applied Mechanics, R.O.C. 2004

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

1.Crump, K. S., “Numerical Inversion of Laplace Transforms Using a Fourier Series Approximation,” J. Assoc. Comput. Mach. 23(1), pp. 8996 (1976).CrossRefGoogle Scholar
2.Holton, J. R., An “Introduction to Dynamic Meteorology,” Academic Press, p. 319 (1972).Google Scholar
3.Ferrick, M. G., “Analysis of River Wave Types,” Water Resources Research, 21(2), pp. 209220, Feb. (1985).CrossRefGoogle Scholar
4.Dooge, J. C. I. and Napiorkowski, J. J., “The Effect of the Downstream Boundary Conditions in the Linearized St. Venant Equations,” Quarterly Journal of Mech. Appl. Math., 40(2), pp. 245256 (1987).CrossRefGoogle Scholar
5.Dooge, J. C. I., Strupczewski, W. G. and Napiorkowski, J. J., “Hydrodynamic Derivation of Storage Parameters of the Muskingum Model,” J. of Hydrology, 54, pp. 371387 (1982).CrossRefGoogle Scholar
6.Dooge, J. C. I., “On Back Water Effects in Linear Diffusion Flood Routing,” J. of Hydrological Sciences, Vol.28, No. 3, pp. 391402, Sep. (1989).CrossRefGoogle Scholar
7.Ponce, V. M. and Simons, D. B., “Shallow Wave Propagation in Open Channel Flow,” J. of Hydraul. Div., Proc. of ASCE, 103(HY12), pp. 14611476 (1977).Google Scholar
8.Ponce, V. M., Li, Ruh-Ming and Simons, D. B., “Applicability of Kinematic and Diffusive Models,” J. of Hydraul. Div. ASCE, 104(HY3), pp.353360 (1978).CrossRefGoogle Scholar
9.Menendez, A. N. and Norscini, R., “Spectrum of Shallow Water Waves: An Analysis,” J. of Hydraul. Div., Proc. of ASCE, 108(HY1), pp. 75–94 (1982).Google Scholar
10.Harr, M. E., Mechanics of Particulate Media, A Probabilistic Approach, McGraw-Hill, New York, (1977).Google Scholar
11.Moramarco, T., Fan, Y., and Bras, R. L., “Analytical Solution for Channel Routing with Uniform Lateral Inflow,” J. of Hydr. Eng., pp. 707713, July (1999).CrossRefGoogle Scholar
12.Chintu, Lai, “Numerical Modeling of Unsteady Open-Channel Flow,” Advances in Hydroscience, 14 Adademic Press, Inc., pp. 161254(1986).Google Scholar
13.Dooge, J. C. I. and Napiorkowski, J. J., “Effects of Downstream Control in Diffusion Routing,” Acta Geophysica Polonica, 32(4), pp. 363373 (1984)Google Scholar
14.Beyer, W. H., Standard Mathematical Tables, 26th edit., CRC Press, Inc., (1983).Google Scholar
15.MacDonald, J. R., “Accelerated Convergence, Divergence, Iteration, Extrapolation, and Curve Fitting,” J. of Applied Physics, 35(10), pp 30343041 (1964).CrossRefGoogle Scholar
16.Deymie, Ph., Revue Generale de l'Hydrauliue 3, pp.138142 (1935)Google Scholar
17.Dooge, J. C. I. and Harley, B. M., in Proc. Int Hydrol. Symp., Fort Collins, Colorado, 8/1, pp.5763 (1967).Google Scholar
18.LeVeque, R. J., Numerical Methods for Conservation Laws, Birkhauser Verlag, Boston (1990).CrossRefGoogle Scholar