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A robust and energy-conserving model of freezing variably-saturated soil

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Figure

Fig. 1.Fig. 1. Frozen soil constituents and schematization of the controlvolume Frozen soil constituents and schematization of the control Vc.
Table 1. Porosity and Van Genuchten parameters for water anddifferent soil types as visualized in Fig
Fig. 3.converge towardsFig. 3. Schematization of a Newton-Raphson iteration unable to Schematization of a Newton-Raphson iteration unable to T .
Fig. 4.. Both have a grid spacing of 10 mm and 500 Newton C-max Newton C-maxcells. Oscillations are present in panel Comparison between the analytical solution (dotted line) and the simulated numerical (solid line) at various depths (m)
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