Table 1 The properties of the model
From: Hydraulic modeling of water flow in the thick vadose zone under precipitation
Tank | C0 | C1 | C2 | C3 | C4 | C5 | C6 | C7 | C8 |
|---|---|---|---|---|---|---|---|---|---|
Initial condition hi0 (mm) | |||||||||
State 1 | Rainfall | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
State 2 | Rainfall | 0.3 | 0.4 | 0.5 | 0.6 | 0.7 | 0.8 | 0.9 | 1.0 |
Outlet radius ri (mm) | |||||||||
Case 1 | 1.80 | 1.70 | 1.70 | 1.70 | 1.70 | 1.70 | 1.70 | 1.70 | 1.70 |
Case 2 | 1.80 | 1.80 | 1.80 | 1.75 | 1.75 | 1.70 | 1.70 | 1.65 | 1.60 |
Boundary condition h0t (mm) | Daily rainfall; tk = kΔt, Δt = 1 s, (k = 1, 2, …, m) |