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Hillslope-storage Boussinesq model for subsurface flow and variable source areas along complex hillslopes: 2. Intercomparison with a three-dimensional Richards equation model.

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Academic year: 2021

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Figure

Table 2. Calibration of Drainable Porosity Parameter for Free Drainage Scenarios
Figure 4. Brooks-Corey q(y) and K r (y) relationships for a sandy loam soil at three different values of the capillary fringe parameter y c :  0.25 m (dashed line),  0.12 m (dotted line), and 0.01 m (solid line).
Figure 6. Intercomparison of HSB (black lines) and RE (red lines) relative storage profiles along the hillslope and normalized subsurface flow rates (mm/day) at the outlet for the uniform hillslope at (left) 5% and (right) 30% slope angle under (top) drain
Figure 8. Same as Figure 7 but for the 30% slope angle. Dotted line is initial time, t = 0; dash-dotted line is t = 1 day; dashed line is t = 2 days; and solid line is t = 5 days
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