TECHNICAL PAPERS
Feb 1, 2006

Analytical Solution of the Burgers Equation for Simulating Translatory Waves in Conveyance Channels

Publication: Journal of Hydraulic Engineering
Volume 132, Issue 2

Abstract

A Burgers equation model (BEM) for simulating translatory waves in conveyance channels is extracted from the Saint-Venant equations for small perturbations in initial uniform flow. The present study improves upon the previous model and presents analytical solutions for the simulation of translatory waves occurring in conveyance channels. The BEM is reduced to the linear diffusion equation using the Cole–Hopf transformation and then solved by means of the Green’s function assuming an infinite domain. The simulation studies performed show that the BEM results are comparable to those of the Saint-Venant equations for small perturbations in the initial uniform flow conditions and for Froude numbers within the subcritical region. The BEM could be useful for flood routing and for simulating release of water from a reservoir into a conveyance channel when the flow perturbation is small.

Get full access to this article

View all available purchase options and get full access to this article.

References

Akan, A. O., and Yen, B. C. (1977). “A nonlinear diffusion-wave model for unsteady open-channel flow.” Proc., 17th Congress, Int. Association for Hydraulic Research, 2, 181–190.
Burgers, J. M. (1950). “Correlation problems in a one-dimensional model of turbulence.” Proc., Royal Netherlands Academy of Science, Amsterdam, 53, 247–260.
Cappelaere, B. (1997). “Accurate diffusive wave routing.” J. Hydraul. Eng., 123(3), 174–181.
Cole, J. D. (1951). “On a quasi-linear parabolic equation occurring in aerodynamics.” Q. Appl. Math., 9, 225–236.
Farlow, J. S. (1993). Partial differential equations for scientists and engineers, Dover, New York, 93–95.
Hopf, E. (1950). “The partial differential equation ut+uux=μuxx .” Commun. Pure Appl. Math., 3, 201–230.
Kousis, A. (1976). “An approximate dynamic flood routing method.” Int. Symposium on Unsteady Flow in Open Channel, Univ. of Newcastle-upon-Tyne, U.K., L1-1–L1-12.
Kubo, N., and Shimura, H. (1988). “Theoretical analysis of transient phenomena of conveyance waves with small Froude number.” Trans. Jpn. Soc. Irrig. Drainage Reclamation Eng., 138, 25–36 (in Japanese).
Lighthill, M. J., and Whitham, G. B. (1955). “On kinematic waves. I. Flood movement in long rivers.” Proc. R. Soc. London, Ser. A, 229, 281–316.
Odai, S. N. (1999). “Nonlinear kinematic-wave model for predicting open-channel flow rate.” J. Hydraul. Eng., 125(8), 886–889.
Onizuka, K., and Odai, S. N. (1998). “Burgers’ equation model for unsteady flow in open channels.” J. Hydraul. Eng., 124(5), 509–512.
Price, R. K. (1994). “Flood routing models.” Computer modeling of free-surface and pressurized flows, M. H. Chaudhry and L. W. Mays, eds., Kluwer Academic Publishers, Dordrecht, The Netherlands, 375–407.
Sachdev, P. L. (1987). Nonlinear diffusive waves, Cambridge University Press, Cambridge, England, 9–23.
Strauss, W. A. (1992). Partial differential equations: An introduction, Wiley, New York, 45–50.
Tsai, C. W.-S. (2003). “Applicability of kinematic, noninertia, and quasi-steady dynamic wave models to unsteady flow routing.” J. Hydraul. Eng., 129(8), 613–627.
Tsai, C. W.-S., and Yen, B. C. (2001). “Linear analysis of shallow water wave propagation in open channels.” J. Eng. Mech., 127(5), 459–472.
Tsai, C. W.-S., and Yen, B. C. (2004). “Shallow water wave propagation in convectively accelerating open-channel flow induced by the tailwater effect.” J. Eng. Mech., 130(3), 320–336.
Whitham, G. B. (1974). Linear and nonlinear waves, Wiley, New York, 45–50.
Yabe, T., and Aoki, T. (1991). “A universal solver for hyperbolic equations by cubic-interpolation. I. One-dimensional solver.” Comput. Phys. Commun., 66, 219–232.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 132Issue 2February 2006
Pages: 194 - 199

History

Received: Apr 4, 2002
Accepted: Apr 14, 2005
Published online: Feb 1, 2006
Published in print: Feb 2006

Permissions

Request permissions for this article.

Authors

Affiliations

Samuel Nii Odai, M.ASCE [email protected]
Senior Lecturer, Dept. of Civil Engineering, Kwame Nkrumah Univ. of Science and Technology, Kumasi, Ghana. E-mail: [email protected]
Naritaka Kubo [email protected]
Associate Professor, Faculty of Agriculture, Tokyo Univ. of Agriculture and Technology, Fuchu City, Tokyo 183-0054, Japan. E-mail: [email protected]
Kotaro Onizuka
Retired; formerly, Professor of Faculty of Agriculture, Tokyo Univ. of Agriculture and Technology, Fuchu City, Tokyo 183-0054, Japan.
Koji Osato
Assistant Professor, Faculty of Agriculture, Tokyo Univ. of Agriculture and Technology, Fuchu City, Tokyo 183-0054, Japan. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share