Solvers used for the discretized equation (Greenshields, 2019)

Solvers used for the discretized equation (Greenshields, 2019)

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Amongst the multitude of approaches available in literature to reduce spurious velocities in Volume of Fluid approach, the Sharp Surface Force (SSF) model is increasingly being used due to its relative ease to implement. The SSF approach relies on a user-defined parameter, the sharpening coefficient, which determines the extent of the smeared natur...

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... the iterative procedure used to solve rgh , p i.e., the PISO algorithm, converges based on a user defined tolerance (Deshpande et al., 2012). This tolerance, required to calculate rgh p , introduces a force imbalance between surface tension, gravitational force, and pressure gradient which can be reduced by setting a very low convergence criterion, like 10 20 -used in Table 1, as recommended by Deshpande et al. (2012). ...
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... governing equations are discretized using first and second order methods in time and space respectively, see Vachaparambil and Einarsrud (2019a), and solved based on methods described in Table 1. Other numerical settings like the sub-cycling of volume fraction equation and momentum predictor, which are relevant in solving the governing equations, are set based on OpenFOAM  default settings/recommendations for simulating multiphase flows which has also been used in Vachaparambil and Einarsrud (2019a). ...
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... use of larger sharpening coefficients seems to reduce the error in calculating Laplace pressure as well as spurious velocities in the simulations, see Table 4. Decreasing the mesh size does not always exacerbate spurious velocities which is contrast to the increasing sc U observed with CSF model in the work by Deshpande et al. (2012) and Vachaparambil and Einarsrud (2019a). The variation between sc U reported in Table 4 and the work by Vachaparambil and Einarsrud (2019a) is due to the difference in the sh C and solver setting, in Table 1, used for the simulations. ...

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... Within the two-phase flow community, a common procedure for addressing this error is the use of a level set function, φ(x, t), which is much smoother than α and can subsequently provide more accurate curvature predictions. This combination of φ with α has been in existence for quite some time [12] and has also been adopted within OpenFOAM, for instance in the work of Ferrari et al. [7], Bilger et al. [9], Albadawi et al. [13], Menon et al. [14], Kassar et al. [15], Elsayed et al. [16], Vachaparambil and Einarsrud [17]. More explicitly in Ferrari et al. [7], Albadawi et al. [13], Menon et al. [14], the level set is initially constructed from the α field, namely by an equation of the form φ o = (2α − 1)ζ, where ζ is related to the local grid spacing, ∆x. ...
... Subsequently, this initial φ o is reinitialized through the solution of a Hamilton-Jacobi equation, resulting in a signed distance function, which is then used to compute curvature. In other work [9,17], the α field is smoothed out before calculating curvature. Other alternatives include the construction of a uniform voxel mesh followed by isosurface triangulation [16] or the representation of the interface by a cloud of points [15], both of which are used to generate more accurate predictions of κ. ...
... This problem has been documented previously [18,19] and it results from the propagation of information from the wrong side of the interface for some interfacial nodes. For the sake of providing an additional comparison, the common smoothing of the α field [9,17] is also implemented. ...
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