TECHNICAL PAPERS
Aug 15, 2003

Nonlinear Convection-Diffusion Equation with Mixing-Cell Method for Channel Flood Routing

Publication: Journal of Hydrologic Engineering
Volume 8, Issue 5

Abstract

Using a reference Froude number, a nonlinear convection-diffusion equation was derived from the Saint-Venant equations of continuity and momentum, and was solved by a mixing-cell method. The method involves discretizing the nonlinear diffusion equation in space and transforming it to a first-order nonlinear ordinary differential equation where the optimal space interval is obtained to be the same as the characteristic reach length. The nonlinear ordinary differential equation was solved by the fourth-order Runge-Kutta method. The method was tested with numerical examples, and compared with the looped-rating Muskingum-Cunge model and a lambda scheme. The outflow hydrographs produced by this method were of comparable accuracy.

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, International Association for Hydraulic Research, Delft, The Netherlands, 2, 181–190.
Akan, A. O., and Yen, B. C.(1981). “Diffusion-wave flood routing in channel networks.” J. Hydraul. Div., Am. Soc. Civ. Eng., 107(6), 719–732.
Bajracharya, K., and Barry, D. A.(1997). “Accuracy criteria for linearised diffusion wave flood routing.” J. Hydrol., 195(1-4), 200.
Chow, V. T. (1964). Handbook of applied hydrology, McGraw-Hill, New York.
Dooge, J. C. (1973). “Linear theory of hydrologic systems.” U.S. Dept. of Agriculture Technical Bulletin 1468, Washington, D.C.
Dooge, J. C., Kundzwicz, Z. W., and Napiorkowski, J. P.(1983). “On backwater effects in linear diffusion flood routing.” Hydrol. Sci. J., 28(3), 391–402.
Fennema, R. J., and Chaudhry, M. H.(1986). “Second-order numerical schemes for unsteady free-surface flows with shocks.” Water Resour. Res., 22(13), 1923–1930.
Gonwa, W. S., and Kavvas, M. L.(1986). “A modified diffusion wave equation for flood propagation in trapezoidal channels.” J. Hydrol., 83, 119–136.
Govindaraju, R. S., Jones, S. E., and Kavvas, M. L.(1988). “On the diffusion wave modeling for overland flow. 1. Solution for steep slopes.” Water Resour. Res., 24(5), 734–744.
Hayami, S. (1951). “On the propagation of flood waves.” Disaster Pre-vention Research Institute Bulletin 1, Kyoto Univ., Kyoto, Japan.
Keefer, T. H.(1976). “Comparison of linear systems and finite difference flow routing techniques.” Water Resour. Res., 12(5), 997–1006.
Keefer, T. N., and McQuivey, R. S.(1974). “Multiple linearization flow routing model.” J. Hydraul. Div., Am. Soc. Civ. Eng., 100(7), 1031–1046.
Miller, W. A., and Cunge, J. A. (1975). “Chapter 5: Simplified equations of unsteady flow.” Unsteady flow in open channels, Vol. 1, K. Mahmood and V. Yevjevich, eds., Water Resources Publications, Fort Collins, Colo., 183–257.
Moretti, G.(1979). “The lambda scheme.” Comput. Fluids, 7, 191–205.
Morris, E. M.(1979). “The effect of the small-slope approximation and lower boundary conditions on solutions of the Saint-Venant equations.” J. Hydrol., 40, 31–47.
Ponce, V. M.(1990). “Generalized diffusion wave equation with inertial effects.” Water Resour. Res., 26(5), 1099–1101.
Ponce, V. M.(1991). “New perspective on the Vedernikov number.” Water Resour. Res., 27(7), 1777–1779.
Ponce, V. M., and Lugo, A.(2001). “Modeling looped ratings in Muskingum-Cunge routing.” J. Hydrologic Eng., 6(2), 119–124.
Ponce, V. M., Simons, D. B., and Li, R.-M.(1978). “Applicability of kinematic and diffusion models.” J. Hydraul. Div., Am. Soc. Civ. Eng., 104(3), 353–360.
Singh, V. P. (1996). Kinematic wave modeling in water resources: Surface water hydrology, Wiley, New York.
Singh, V. P., Wang, G.-T., and Adrian, D. D.(1997). “Flood routing based on diffusion wave equation using mixing cell method.” Hydrolog. Process., 11, 1881–1894.
Sturm, T. W. (2001). Open channel hydraulics, McGraw-Hill, New York.
Sutherland, A. J., and Barnett, A. G.(1972). “Diffusion solutions to flows with upstream control.” J. Hydraul. Div., Am. Soc. Civ. Eng., 98(11), 1969–1982.
Tingsanchali, T., and Manandhar, S. K.(1985). “Analytical diffusion model for flood routing.” J. Hydraul. Eng., 111(3), 435–454.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 8Issue 5September 2003
Pages: 259 - 265

History

Received: Jun 4, 2002
Accepted: Jan 21, 2003
Published online: Aug 15, 2003
Published in print: Sep 2003

Permissions

Request permissions for this article.

Authors

Affiliations

G.-T. Wang
Research Associate, Biological System Engineering, Washington State Univ., Pullman, WA 99164-6120.
S. Chen
Research Associate, Biological System Engineering, Washington State Univ., Pullman, WA 99164-6120.
J. Boll
Associate Professor, Biological and Agricultural Engineering Dept., Univ. of Idaho, Moscow, ID 83844-0904.
V. P. Singh, F.ASCE
A. K. Barton Professor, Civil and Environmental Engineering Dept., Louisiana State Univ., Baton Rouge, LA 70803-6405.

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