High resolution Godunov-type schemes with small stencils

• Published in: International journal for numerical methods in fluids Vol. 44; no. 10; pp. 1119 - 1162
• Main Author: Guinot, Vincent
• Format: Journal Article
• Language: English
• Published: Chichester, UK John Wiley & Sons, Ltd 10.04.2004; Wiley
• Subjects: advection-dispersion; Applied sciences; Buildings. Public works; Computational methods in fluid dynamics; conservation laws; Dams and subsidiary installations; Exact sciences and technology; Fluid dynamics; Fundamental areas of phenomenology (including applications); Godunov-type schemes; Hydraulic constructions; Physics; reconstruction; reduced stencils; shallow water equations; Conservation laws; Godunov scheme; Dams; Ruptures; Computational fluid dynamics; Digital simulation; Free surface flow; Convection diffusion equation; Mesh generation; Numerical stability; Shallow-water equations
• ISSN: 0271-2091; 1097-0363
• DOI: 10.1002/fld.690

Higher‐order Godunov‐type schemes have to cope with the following two problems: (i) the increase in the size of the stencil that make the scheme computationally expensive, and (ii) the monotony‐preserving treatments (limiters) that must be implemented to avoid oscillations, leading to strong damping of the solution, in particular linear waves (e.g. acoustic waves). When too compressive, limiting procedures may also trigger the instability of oscillatory numerical solutions (e.g. in advection–dispersion phenomena) via the artificial amplification of the shorter modes. The present paper proposes a new approach to carry out the reconstruction. In this approach, the values of the flow variable at the edges of the computational cells are obtained directly from the reconstruction within these cells. This method is applied to the MUSCL and DPM schemes for the solution of the linear advection equation. The modified DPM scheme can capture contact discontinuities within one computational cell, even after millions of time steps at Courant numbers ranging from 1 to values as low as 10‐4. Linear waves are subject to negligible damping. Application of the method to the DPM for one‐dimensional advection–dispersion problems shows that the numerical instability of oscillatory solutions caused by the over compressive, original DPM limiter is eliminated. One‐ and two‐dimensional shallow water simulations show an improvement over classical methods, in particular for two‐dimensional problems with strongly distorted meshes. The quality of the computational solution in the two‐dimensional case remains acceptable even for mesh aspect ratios Δx/Δy as large as 10. The method can be extend to the discretization of higher‐order PDEs, allowing third‐order space derivatives to be discretized using only two cells in space. Copyright © 2004 John Wiley & Sons, Ltd.