Solving Saturated/Unsaturated Water Flow Problems - Unsaturated Soil Mechanics in Engineering Practice - page 431

Infiltration
V = 2.1 x 10 m/s

_

− 4

w

0.4

0.4

0.4

0.35

Groundwater table

0.35

0.35

0.3

0.3

0.3

0.25

0.3 m

0.25

0.25

Time = 100 s

Figure 8.64 Finite element mesh and hydraulic heads after an elapsed time of 100 s.