Article ID Journal Published Year Pages File Type
4525678 Advances in Water Resources 2013 14 Pages PDF
Abstract

•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.

Related Topics
Physical Sciences and Engineering Earth and Planetary Sciences Earth-Surface Processes
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