TECHNICAL PAPERS
Apr 1, 1994

Modeling Unsteady Open‐Channel Flows—Modification to Beam and Warming Scheme

Publication: Journal of Hydraulic Engineering
Volume 120, Issue 4

Abstract

A modification to the well‐known Beam and Warming implicit scheme is proposed and is applied to one‐dimensional unsteady free‐surface flows. The proposed modification is based on the concept of conservative splitting of flux through an approximate Jacobian. The conservative evaluation of flux vector at known‐time level in the Beam and Warming scheme, hitherto evaluated nonconservatively, improves the accuracy of the solution and effectively eliminates mass balance error. Computational results of a number of illustrative examples are presented and compared with solutions of the original Beam and Warming scheme as well as with analytical solutions. The modified model significantly improves accuracy of results at almost no additional complication or cost of computation.

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References

1.
Abbott, M. B. (1979). Computational hydraulics: elements of the theory of free surface flows. Pitman Publishing Ltd., London, England.
2.
Abbott, M. B., and Basco, D. R. (1989). Computational fluid dynamics: an introduction for engineers. Longman Scientific & Technical, London, England.
3.
Abbott, M. B., and Ionescu, F. (1967). “On the numerical computation of nearly horizontal flows.” J. Hydr. Res., 5(2), 97–117.
4.
Alcrudo, F., Garcia‐Navarro, P., and Saviron, J. M. (1992). “Flux difference splitting 1D open channel flow equations.” Int. J. for Numerical Methods in Fluids, 14, 1009–1018.
5.
Beam, R. M., and Warming, R. F. (1976). “An implicit finite‐difference algorithm for hyperbolic systems in conservation‐law form.” J. Comput. Phys., 22, 87–110.
6.
Cunge, J. A., Holly, F. M. Jr., and Verwey, A. (1980). Practical aspects of computational river hydraulics. Pitman Publishing Ltd., London, England.
7.
Fennema, R. J., and Chaudhry, M. H. (1987). “Simulation of one‐dimensional dambreak flows.” J. Hydr. Res., 25(1), 41–51.
8.
Gabutti, B. (1983). “On two upwind finite‐difference schemes for hyperbolic equations in non‐conservation form.” Comp. and Fluids, 11(3), 207–230.
9.
Glaister, P. (1988). “Approximate Riemann solution of the shallow water equations.” J. Hydr. Res., 26, 293–306.
10.
Matsutomi, H. (1983). “Numerical computation of two‐dimensional inundation of rapidly varied flows due to breaking of dams.” Proc., 20th Congr. of the IAHR, Vol. II, Moscow, U.S.S.R., 479–488.
11.
Moretti, G. (1979). “The λ‐scheme.” Comp. and Fluids, 7, 191–205.
12.
Richtmyer, R. D., and Morton, K. W. (1967). Difference methods for initial‐value problems. 2nd Ed., John Wiley and Sons, New York, N.Y.
13.
Roe, P. L. (1981). “Approximate Riemann solvers, parameter vectors and difference schemes.” J. Comput. Phys., 43, 357–372.
14.
Stoker, J. J. (1957). Water Waves. Interscience Publishers, Inc., Wiley and Sons, New York, N.Y.
15.
“Unsteady flow in open channels.” (1975). K. Mahmood and V. Yevjevich, eds., Water Resources Publications, Fort Collins, Colo.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 120Issue 4April 1994
Pages: 461 - 476

History

Received: Jun 8, 1993
Published online: Apr 1, 1994
Published in print: Apr 1994

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Authors

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Akhilesh Kumar Jha
Grad. Student, Dept. of Civ. Engrg., Kyushu Inst. of Tech., Kitakyushu 804, Japan
Juichiro Akiyama
Assoc. Prof., Dept. of Civ. Engrg., Kyushu Inst. of Tech., Kitakyushu, Japan
Masaru Ura
Prof., Dept. of Civ. Engrg., Kyushu Inst. of Tech., Kitakyushu, Japan

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