TECHNICAL PAPERS
Jan 16, 2004

Weighted Averaged Flux-Type Scheme for Shallow-Water Equations with Fractional Step Method

Publication: Journal of Engineering Mechanics
Volume 130, Issue 2

Abstract

A numerical model describing two-dimensional fluid motions has been developed on an unstructured grid system. By using a fractional step method, a two-dimensional problem governed by the two-dimensional shallow-water equations is treated as two one-dimensional problems. Thus it is possible to simulate two-dimensional numerical problems with a higher computational efficiency. One-dimensional problems are solved by using an upwind total variation diminishing version of the second-order weighted averaged flux method with an approximate Riemann solver. Numerical oscillations commonly observed in second-order numerical schemes are controlled by exploiting a flux limiter. For the general purpose, the model can simulate on an arbitrary topography, treat a moving boundary, and resolve a shock. Five ideal and practical problems are tested. Very accurate results are observed.

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References

Bellos, C. V., Soulis, J. V., and Sakkas, J. G.(1992). “Experimental investigation of two-dimensional dam-break induced flows.” J. Hydraul. Res., 30(1), 47–63.
Billett, S. J., and Toro, E. F.(1997). “On WAF-type schemes for multidimensional hyperbolic conservation laws.” J. Comput. Phys., 130(1), 1–24.
Bradford, S. F., and Sanders, B. F.(2002). “Finite-volume model for shallow-water flooding of arbitrary topography.” J. Hydraul. Eng., 128(3), 289–298.
Brocchini, M., Bernetti, R., Mancinelli, A., and Albertini, G.(2001). “An efficient solver for nearshore flows based on the WAF method.” Coastal Eng., 43, 105–129.
Cho, Y. S. (1995). “Numerical simulations of tsunami propagation and run-up.” PhD thesis, School of Civil and Environmental Engineering, Cornell Univ., Ithaca.
Fraccarollo, L., and Toro, E. F.(1995). “Experimental and numerical assessment of the shallow water model for two-dimensional dam-break type problems.” J. Hydraul. Res., 33(6), 843–864.
Fujihara, M., and Borthwick, G. L.(2000). “Godunov-type solution of curvilinear shallow-water equations.” J. Hydraul. Eng., 126(11), 827–836.
Glaister, P.(1988). “Approximate Riemann solutions of the shallow water equations.” J. Hydraul. Res., 26(3), 293–306.
Harten, A., Lax, P. D., and Van Leer, B.(1983). “On upstream differencing and Godunov-type schemes for hyperbolic conservation laws.” SIAM Rev., 25(1), 35–61.
Hu, K., Migham, C. G., and Causon, D. M.(2000). “Numerical simula-tion of wave overtopping of coastal structures using the non-linear shallow water equations.” Coastal Eng., 41, 433–465.
Kim, W., and Han, K. Y. (2000). “Computation of transcritical flow by implicit ENO scheme.” 4th Int. Conf. on Hydro-Science and Engineering (CD-Rom), ICHE, Seoul.
Mingham, C. G., and Causon, D. M.(1999). “Calculation of unsteady bore diffraction using a high resolution finite volume method.” J. Hydraul. Res., 38(1), 49–56.
Thacker, W. C.(1981). “Some exact solutions to the nonlinear shallow water wave equations.” J. Fluid Mech., 107, 499–508.
Titov, V. V., and Synolakis, C. E.(1995). “Modeling of breaking and nonbreaking long-wave evaluation and runup using VTCS-2.” J. Waterw., Port, Coastal, Ocean Eng., 121(6), 308–316.
Toro, E. F. (1999). Riemann solvers and numerical methods for fluid dynamics, Springer, New York.
Toro, E. F. (2001). Shock-capturing methods for free-surface shallow flows, Wiley, New York.
Vincent, S., and Caltagirone, J. P.(2001). “Numerical modeling of bore propagation and run-up on sloping breaches using a MacCormac TVD scheme.” J. Hydraul. Res., 39(1), 41–49.
Wang, J. S., Ni, H. G., and He, Y. S.(2000). “Finite-difference TVD scheme for computation of dam-break problems.” J. Hydraul. Eng., 126(4), 253–262.
Younus, M., and Chaudhry, M. H.(1994). “A depth-averaged k-ε turbulence model for the computation of free-surface flow.” J. Hydraul. Res., 32(3), 415–444.
Zhao, D. H., Shen, H. W., Lai, J. S., and Tabios, III, G. T.(1996). “Approximate Riemann solvers in FVM for 2D hydraulic shock wave modeling.” J. Hydraul. Eng., 122(12), 692–702.
Zhao, D. H., Shen, H. W., Tabios, III, G. Q., Lai, J. S., and Tan, W. Y.(1994). “A finite volume two-dimensional unsteady flow model for river basins.” J. Hydraul. Eng., 120(7), 863–883.
Zoppou, C., and Roberts, S.(1999). “Catastrophic collapse of water supply reservoirs in urban areas.” J. Hydraul. Eng., 125(7), 686–695.
Zoppou, C., and Roberts, S.(2000). “Numerical solution of two-dimensional unsteady dam break.” Appl. Math. Model., 24, 457–475.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 130Issue 2February 2004
Pages: 152 - 160

History

Received: Aug 20, 2002
Accepted: Jul 22, 2003
Published online: Jan 16, 2004
Published in print: Feb 2004

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Authors

Affiliations

Dae-Hong Kim
Researcher, Water Resources Research Team, Korea Institute of Water and Environment, Korea Water Resources Corporation, 462-1 Jeonmin-dong, Youseong-gu, Daejeon 305-730, Korea.
Yong-Sik Cho, A.M.ASCE
Associate Professor, Dept. of Civil Engineering, Hanyang Univ., 17 Haengdang-dong, Seongdong-gu, Seoul 133-791, Korea (corresponding author).
Woo-Gu Kim
Director General, Korea Institute of Water and Environment, Korea Water Resources Corporation, 462-1 Jeonmin-dong, Youseong-gu, Daejeon 305-730, Korea.

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