کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
4525678 | 1625649 | 2013 | 14 صفحه PDF | دانلود رایگان |

• A new SPH model is presented for solving the 2D shallow water equations.
• Well-balanced issue is thoroughly discussed in the context of SPH discretization.
• Corrected SPH formulation is derived to ensure well-balanced solution.
• The MUSCL approach is applied to enable Riemann solver based artificial viscosity.
• Local bed modification method is proposed to prevent negative water depth.
A shallow flow generally features complex hydrodynamics induced by complicated domain topography and geometry. A numerical scheme with well-balanced flux and source term gradients is therefore essential before a shallow flow model can be applied to simulate real-world problems. The issue of source term balancing has been exhaustively investigated in grid-based numerical approaches, e.g. discontinuous Galerkin finite element methods and finite volume Godunov-type methods. In recent years, a relatively new computational method, smooth particle hydrodynamics (SPH), has started to gain popularity in solving the shallow water equations (SWEs). However, the well-balanced problem has not been fully investigated and resolved in the context of SPH. This work aims to discuss the well-balanced problem caused by a standard SPH discretization to the SWEs with slope source terms and derive a corrected SPH algorithm that is able to preserve the solution of lake at rest. In order to enhance the shock capturing capability of the resulting SPH model, the Monotone Upwind-centered Scheme for Conservation Laws (MUSCL) is also explored and applied to enable Riemann solver based artificial viscosity. The new SPH model is validated against several idealized benchmark tests and a real-world dam-break case and promising results are obtained.
Journal: Advances in Water Resources - Volume 59, September 2013, Pages 25–38