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Corrected SPH methods for solving shallow-water equations 被引量:1

Corrected SPH methods for solving shallow-water equations
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摘要 The artificial viscosity in the traditional smoothed particle hydrodynamics (SPH) methodology concerns some empirical coefficients, which limits the capability of the SPH methodology. To overcome this disadvantage and further improve the accuracy of shock capturing, this paper introduces two other ways for numerical viscosity, which are the Lax-Friedrichs flux and the two- shock Riemann solver with MUSCL reconstruction to provide stability. Six SPH methods with different kinds of numerical viscosity are tested against the analytical solution for a 1-D dam break with a wet bed. The comparison shows that the Lax-Friedrichs flux with MUSCL reconstruction can capture the shock wave more accurate than other five methods. The Lax-Friedrichs flux and the artificial viscosity with MUSCL reconstruction are finally both applied to a 2-D dam-break test case in a L-shaped channel and the numerical results are compared with experimental data. It is concluded that this corrected SPH method can be used to solve shallow-water equations well. The artificial viscosity in the traditional smoothed particle hydrodynamics (SPH) methodology concerns some empirical coefficients, which limits the capability of the SPH methodology. To overcome this disadvantage and further improve the accuracy of shock capturing, this paper introduces two other ways for numerical viscosity, which are the Lax-Friedrichs flux and the two- shock Riemann solver with MUSCL reconstruction to provide stability. Six SPH methods with different kinds of numerical viscosity are tested against the analytical solution for a 1-D dam break with a wet bed. The comparison shows that the Lax-Friedrichs flux with MUSCL reconstruction can capture the shock wave more accurate than other five methods. The Lax-Friedrichs flux and the artificial viscosity with MUSCL reconstruction are finally both applied to a 2-D dam-break test case in a L-shaped channel and the numerical results are compared with experimental data. It is concluded that this corrected SPH method can be used to solve shallow-water equations well.
出处 《Journal of Hydrodynamics》 SCIE EI CSCD 2016年第3期389-399,共11页 水动力学研究与进展B辑(英文版)
基金 Project supported by the National Natural Science Foun-dation of China(Grant No.51175001) the Natural Science Foundation of Anhui Province(Grant No.1508085QE100) the Higher Education of Anhui Provincial Scientific Research Project Funds(Grant No.TSKJ2015B03)
关键词 smoothed particle hydrodynamics (SPH) methodology artificial viscosity Lax-Friedrichs flux two-shock Riemannsolver MUSCL reconstruction shallow water equations smoothed particle hydrodynamics (SPH) methodology, artificial viscosity, Lax-Friedrichs flux, two-shock Riemannsolver, MUSCL reconstruction, shallow water equations
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  • 1LEU J. M., CHAN H. C. and JIA Y. et al. Cutting ma- nagement of riparian vegetation by using hydrodynamic model simulations[J]. Advances in Water Resources, 2008, 31(10): 1299-1308.
  • 2YING X., JORGESON J. and WANG S. S. Y. Modeling dam-break flows using finite volume method on unstructu- red grid[J]. Engineering Applications of Computational Fluid Mechanics, 2009, 3(2): 184-194.
  • 3LIANG Q., MARCHE F. Numerical resolution of well-ba- lanced shallow water equations with complex source terms[J]. Advances in Water Resources, 2009, 32(6): 873-884.
  • 4CAO Z., PENDER G. and WALL1S S. et al. Computatio- nal dam-break hydraulics over mobile sediment bed[J]. Journal of Hydraulic Engineering, ASCE, 2004, 130(7): 689-703.
  • 5BENKHALDOUN F., SARIS. and SEAID M. A flux- limiter method for dam-break flows over erodible sedime- nt beds[J]. Applied Mathematical Modelling, 2012, 36(36): 4847-4861.
  • 6XIA J., LIN B. and FALCONER R. A. et al. Modelling dam-break flows over mobile beds using a 2D coupled approach[J]. Advances in Water Resources, 2010, 33(2): 171-183.
  • 7SOARES-FRAZAO S., ZECH Y. HLLC scheme with novel wave-speed estimators appropriate for two-dimen- sional shallow-water flow on erodible bed[J]. Internatio- nal Journal for Numerical Methods in Fluids, 2011, 66(8): 1019-1036.
  • 8NADAOKA K., YAGI H. Shallow-water turbulence mo- delling and horizontal large-eddy computation of river flow[J]. Journal of Hydraulic Engineering, ASCE, 1996, 124(5): 493-500.
  • 9ZHANG M., LI C. W. and SHEN Y. Depth-averaged mo- deling of free surface flows in open channels with eme- rged and submerged vegetation[J]. Applied Mathemati- cal Modelling, 2013, 37(1-2): 540-553.
  • 10LI W., VRIEND H. J. D. and WANG Z. B. et al. Morpho- logical modeling using a fully coupled, total variation di- minishing upwind-biased centered scheme[J]. Water Re- sources Research, 2013, 49(6): 1-19.

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