Research Article

Numerical Simulation of a 3D Seepage Field of an Asphaltic and Concrete Core Rockfill Dam in an Arid Area

Table 5

The comparison of seepage pressure about dam-around seepage.

The number of monitoring pointThe buried siteMonitoring valueThe simulation valueThe error
Pile number (m)Distance from upstream wall (m)Elevation (m)

UP913.8172415.4272455.022452.08-2.94
UP1071.2742421.4552437.062431.06-6.00
UP11120.02420.0002431.202423.96-7.24
UP12113.7552420.8722429.282427.14-2.13
UP1383.1742409.4982433.6132432.58-1.03
UP146.4282414.7992445.432447.562.13