Physical Fractional Step Method for Solution of 2D Discontinuous Problems

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Abstract:

A numerical model for simulating of 2D flood waves was presented using the physical fractional-step method. Numerical simulations for 2D flood waves were implemented. The comparisons with other numerical solutions show that the proposed method can be capable of dealing with 2D dam-break flood waves.

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Advanced Materials Research (Volumes 403-408)

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2465-2468

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November 2011

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] G. Laister. Approximate Rieman solutions of shallow water equations. J. Hydr. Res., Delft, The Netherlands, 1988. 26(3): 293-306.

Google Scholar

[2] V. S. Rao and G. Latha. A slope modification method for shallow water equations, Int. J. Numer. Methods in Fluids, 1992, 14: 189-196.

DOI: 10.1002/fld.1650140206

Google Scholar

[3] M. Nujic. Efficient implementation of non-oscillatory schemes for the computation of free-surface flows, J. Hydr. Res., Delft, The Netherlands, 1995, 33(1): 101-111.

Google Scholar

[4] R. Garcia and R. A. Kahawita. Numerical solution of the St. Venant equations with MacComack finite-difference scheme. Int. J. Numer. Methods in Fluids, 1986, 6: 259-274.

DOI: 10.1002/fld.1650060502

Google Scholar

[5] T. Molls and F. Molls. Space-time conservation method applied to Saint Venant equations, J. Hydr. Engrg., ASCE, 1998, 124(5): 501-508.

DOI: 10.1061/(asce)0733-9429(1998)124:5(501)

Google Scholar

[6] K. Hu, C. G. Mingham and D. M. Causon. A bore-capture finite volume method for open-channel flows, Int. J. Numer. Methods in Fluids, 1998, 28: 1241-1261.

DOI: 10.1002/(sici)1097-0363(19981130)28:8<1241::aid-fld772>3.0.co;2-2

Google Scholar

[7] C. G. Mingham and D. M. Causon. High-resolution finite volume method for shallow water flows,J. Hydr. Engrg., ASCE, 1998, 124(6): 605-614.

DOI: 10.1061/(asce)0733-9429(1998)124:6(605)

Google Scholar