**Author details**

**Figure 29.** Finite element mesh [37] generated with the SVFlux algorithm [27].

110 Groundwater - Contaminant and Resource Management

**Figure 30.** Distribution of the pore water pressure [37] calculated using the SVFlux algorithm 27.

An exact analytical solution of a water flow problem is generally only possible to obtain when the geometry of the flux domain and the hydraulic and boundary conditions are simple

**Figure 31.** Flow net [37] obtained using the SVFlux algorithm [27].

**4. Conclusions**

Norma Patricia López-Acosta

Address all correspondence to: nlopeza@iingen.unam.mx

Institute of Engineering, Nacional University of Mexico (UNAM), Mexico City, Mexico
