A numerical model is presented for the computation of unsteady two‐fluid interfaces in nonlinear porous media flow. The nonlinear Forchheimer equation is included in the Navier‐Stokes equations for porous media flow. The model is based on capturing the interface on a fixed mesh domain. The zero level set of a pseudo‐concentration function, which defines the interface between the two fluids, is governed by a time‐dependent advection equation. The time‐dependent Navier‐Stokes equations and the advection equation are spatially discretized by the finite element (FE) method. The fully coupled implicit time integration scheme and the explicit forward Eulerian scheme are implemented for the advancement in time. The trapezoidal rule is applied to the fully implicit scheme, while the operator‐splitting algorithm is used for the velocity‐pressure segregation in the explicit scheme. The spatial and time discretizations are stabilized using FE stabilization techniques. Numerical examples of unsteady flow of two‐fluid interfaces in an earth dam are investigated.
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1 August 2003
Conceptual Paper|
August 01 2003
Interface‐capturing finite element technique for transient two‐phase flow
Nahidh Hamid Sharif;
Nahidh Hamid Sharif
Department of Structural Mechanics, Chalmers University of Technology, Gothenburg, Sweden
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Nils‐Erik Wiberg
Nils‐Erik Wiberg
Department of Structural Mechanics, Chalmers University of Technology, Gothenburg, Sweden
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Publisher: Emerald Publishing
Online ISSN: 1758-7077
Print ISSN: 0264-4401
© MCB UP Limited
2003
Engineering Computations (2003) 20 (5-6): 725–740.
Citation
Hamid Sharif N, Wiberg N (2003), "Interface‐capturing finite element technique for transient two‐phase flow". Engineering Computations, Vol. 20 No. 5-6 pp. 725–740, doi: https://doi.org/10.1108/02644400310488835
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