Volume 6 Issue 1
Jan.  2013
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Zhi-li WANG, Yan-fen GENG. 2013: Two-dimensional shallow water equations with porosity and their numerical scheme on unstructured grids. Water Science and Engineering, 6(1): 91-105. doi: 10.3882/j.issn.1674-2370.2013.01.007
Citation: Zhi-li WANG, Yan-fen GENG. 2013: Two-dimensional shallow water equations with porosity and their numerical scheme on unstructured grids. Water Science and Engineering, 6(1): 91-105. doi: 10.3882/j.issn.1674-2370.2013.01.007

Two-dimensional shallow water equations with porosity and their numerical scheme on unstructured grids

doi: 10.3882/j.issn.1674-2370.2013.01.007
Funds:  This work was supported by the National Natural Science Foundation of China (Grants No. 50909065 and 51109039) and the National Basic Research Program of China (973 Program, Grant No. 2012CB417002).
More Information
  • Corresponding author: Yan-fen GENG
  • Received Date: 2011-12-05
  • Rev Recd Date: 2012-05-09
  •  In this study, porosity was introduced into two-dimensional shallow water equations to reflect the effects of obstructions, leading to the modification of the expressions for the flux and source terms. An extra porosity source term appears in the momentum equation. The numerical model of the shallow water equations with porosity is presented with the finite volume method on unstructured grids and the modified Roe-type approximate Riemann solver. The source terms of the bed slope and porosity are both decomposed in the characteristic direction so that the numerical scheme can exactly satisfy the conservative property. The present model was tested with a dam break with discontinuous porosity and a flash flood in the Toce River Valley. The results show that the model can simulate the influence of obstructions, and the numerical scheme can maintain the flux balance at the interface with high efficiency and resolution.

     

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  • Alcrudo, F., and Benkhaldoun, F. 2001. Exact solutions to the Riemann problem of the shallow water equations with a bottom step. Computers and Fluids, 30(6), 643-671. [doi:10.1016/S0045-7930 (01)00013-5]
    Bermudez, A., Dervieux, A., Desideri, J. A., and Vazquez, M. E. 1998. Upwind schemes for the two- dimensional shallow water equations with variable depth using unstructured meshes. Computer Methods in Applied Mechanics and Engineering, 155(1-2), 49-72. [doi: 10.1016/S0045-7825(97)85625-3]
    Bermudez, A., and Vazquez, M. E. 1994. Upwind methods for hyperbolic conservation laws with source terms. Computers and Fluids, 23(8), 1049-1071. [doi: 10.1016/0045-7930(94)90004-3]
    Cea, L., French, J. R., and Vazquez-Cendon, M. E. 2006. Numerical modelling of tidal flows in complex estuaries including turbulence: An unstructured finite volume solver and experimental validation. International Journal for Numerical Methods in Engineering, 67(13), 1909-1932. [doi:10.1002/ nme.1702]
    Ding, L., Pang, Y., Zhao, D. H., Wu, J. Q., and Lu, J. 2004. Analysis of applicability of flux difference splitting scheme on 2D flow-pollutant calculation. Advanced in Water Science, 15(5), 561-565.       (in Chinese)
    Geng, Y. F., Wang, Z. L., and Jin, S. 2005. A high resolution Godunov-type scheme for one dimensional shallow water flow. Journal of Hydrodynamics, Ser. A, 20(4), 507-512 (in Chinese)
    Harten, A., Lax, P. D., and van Leer, B. 1983. On upstream differencing and Godunov-type schemes for hyperbolic conservation laws. SIAM Review, 25(1), 35-61. [doi: 10.1137/1025002]
    Heggelund, Y., Vikebo, F., Berntsen, J., and Furnes, G. 2004. Hydrostatic and non-hydrostatic studies of gravitational adjustment over a slope. Continental Shelf Research, 24(18), 2133-2148. [doi: 10.1016/j.csr.2004.07.005]
    Lee, J. W., Teubner, M. D., Nixon, J. B., and Gill, P. M. 2006. A 3-D non-hydrostatic pressure model for small amplitude free surface flows. International Journal for Numerical Methods in Fluids, 50(6), 649-672. [doi: 10.1002/fld.1054]
    Li, Z. W. 2008. Study on the dissipative effect of approximate Riemann solver on hypersonic heatflux simulation. Chinese Journal of Theoretical and Applied Mechanics, 40(1), 19-25. (in Chinese)
    Lu, Y. J., Zhuo, L. Q., Shao, X. J., Wang, H. C., and Li, H. L. 2005. A 2D mathematical model for sediment transport by waves and tidal currents. China Ocean Engineering, 19(4), 571-586.
    Munson, B. R., Young, D. F., and Okiishi, T. H. 2006. Fundamentals of Fluid Mechanics. 2nd ed. New York: John Wiley & Sons.
    Nepf, H. M. 1999. Drag, turbulence and diffusion in flow through emergent vegetation. Water Resources Research, 35(2), 479-489. [doi: 10.1029/1998WR900069]
    Osher, S., and Solomon, F. 1982. Upwind difference schemes for hyperbolic system of conservation laws. Mathematics of Computation, 38(158), 339-374.
    Roe, P. L. 1981. Approximate Riemann solvers, parameter vectors, and difference schemes. Journal of Computational Physics, 43(2), 357-372. [doi: 10.1016/0021-9991(81)90128-5]
    Shi, H. D., and Liu, Z. 2005. A finite volume method with unstructured triangular grids for numerical modeling of tidal current. China Ocean Engineering, 19(4), 693-700.
    Sleigh, P. A., and Gaskell, P. H., Berzins, M., and Wright, N. G. 1998. An unstructured finite-volume algorithm for predicting flow in rivers and estuaries. Computers and Fluids, 27(4), 479-508.
    Stoker, J. J. 1957. Water Waves: The Mathematical Theory with Applications. New York: Wiley-Interscience.
    Tan, W. Y. 1998. Computational Hydraulics-Finite Volume Method. Beijing: Tsinghua University Press. (in Chinese)
    Testa, G., Zuccala, D., Alcrudo, F., Mulet, J., and Soares-Frazao, S. 2007. Flash flood flow experiment in a simplified urban district. Journal of Hydraulic Research, 45(s1), 37-44. [doi:10.1080/00221686. 2007.9521831]
    van Leer, B. 1979. Towards the ultimate conservative difference scheme, V: A second-order sequel to Godunov’s method. Journal of Computational Physics, 32(1), 101-136. [doi:10.1016/0021-9991 (79)90145-1]
    Wang, J. S., Ni, H. G., and He, Y. S. 2000. Finite-difference TVD scheme for computation of dam-break problems. Journal of Hydraulic Engineering, 126(4), 253-262. [doi:10.1061/(ASCE)0733-9429 (2000)126:4(253)]
    Wang, Z. L. 2005. The Unstructured 2D and 3D Shallow Water Model Study Based on Godunov and Semi-Lagrangian Method. Ph. D. dissertation. Dalian: Dalian University of Technology. (in Chinese)
    Wang, Z. L., Geng, Y. F., and Jin, S. 2005a. An unstructured finite volume algorithm for nonlinear two-dimensional shallow water equation. Journal of Hydrodynamics, Ser. B, 17(3), 306-312.
    Wang, Z. L., Geng, Y. F., and Jin, S. 2005b. Flux balance method for shallow water equation with source terms. Advanced in Water Science, 16(3), 373-379. (in Chinese).
    Wang, Z. L., Lu, Y. J., and Geng, Y. F. 2008. One dimensional shallow water equations with porosity and their numerical discretization schemes. Chinese Journal of Theoretical and Applied Mechanics, 40(5), 585-592. (in Chinese).
    Yuan, H. L., and Wu, C. H. 2004. A two-dimensional vertical non-hydrostatic σ model with an implicit method for free-surface flows. International Journal for Numerical Methods in Fluids, 44(8), 811-835. [doi: 10.1002/fld.670]
    Zhao, D. H., Shen, H. W., Tabios, III, G. Q., Lai, J. S., and Tan, W. Y. 1994. Finite-volume two-dimensional unsteady-flow model for river basins. Journal of Hydraulic Engineering, 120(7), 863-883. [doi: 10.1061/(ASCE)0733-9429(1994)120:7(863)]
    Zhou, J. G., Causon, D. M., Mingham, C. G., and Ingram, D. M. 2001. The surface gradient method for the treatment of source terms in the shallow water equation. Journal of Computational Physics, 168(1), 1-25. [doi: 10.1006/jcph.2000.6670]
    Zoppou, C., and Roberts, S. 2000. Numerical solution of the two-dimensional unsteady dam break. Applied Mathematical Modelling, 24(7), 457-475. [doi: 10.1016/S0307-904X(99)00056-6]
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