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10-3 Pa·s
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0.9·10-3 Pa·s
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In the Select Physics tree, select Fluid Flow>Porous Media and Subsurface Flow>Multiphase Flow in Porous Media.
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Click Add.
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Click
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Click
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In the Model Builder window, under Component 1 (comp1) click Phase Transport in Porous Media (phtr).
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In the Model Builder window, under Component 1 (comp1)>Phase Transport in Porous Media (phtr) click Phase and Porous Media Transport Properties 1.
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In the Settings window for Phase and Porous Media Transport Properties, locate the Capillary Pressure section.
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Locate the Phase 1 Properties section. From the ρs1 list, choose User defined. From the μs1 list, choose User defined. In the srs1 text field, type 0.12.
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Locate the Phase 2 Properties section. From the ρs2 list, choose User defined. In the associated text field, type 1460[kg/m^3].
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In the Settings window for Phase and Porous Media Transport Properties, locate the Capillary Pressure section.
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Locate the Phase 1 Properties section. From the ρs1 list, choose User defined. From the μs1 list, choose User defined. In the srs1 text field, type 0.1.
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Locate the Phase 2 Properties section. From the ρs2 list, choose User defined. In the associated text field, type 1460[kg/m^3].
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In the Show More Options dialog box, in the tree, select the check box for the node Physics>Advanced Physics Options.
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Click OK.
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In the Model Builder window, under Component 1 (comp1)>Darcy’s Law (dl)>Porous Medium 1 click Porous Matrix 1.
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Click the Hydraulic head button. This way the initial pressure field is forced to equal the hydraulic pressure.
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Click the Custom button.
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From the Method list, choose Initial value based. This setting ensures that the variable scaling is based on the supplied initial hydrostatic pressure profile, which in this case gives a better scaling than the automatic setting. Scaling is important to obtain well weighted error estimates and avoid ill-conditioned matrices which may hamper or slow down the solution procedure.
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Click OK.
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