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Control of coupling mass balance error in a process-based numerical model of surface-subsurface flow interaction.

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Academic year: 2021

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Figure

Figure 2. Sketch of the surface-subsurface interaction algorithm performed by CATHY. The algorithm is shown in (a)
Figure 3. Three-dimensional representations of the surface and subsurface domains for the three test cases: (a) sloping plane based on a 10 m DEM, (b) tilted v-catchment based on a 75 m DEM, and (c) Enza River drainage basin based on a 180 m DEM.
Table 2. Parameter Values for the Test Cases
Figure 4. Examples of hydrological responses for (a, b) the sloping plane, (c, d) the tilted v-catchment, and (e, f) the Enza River drainage basin
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