Research Article
Numerical Simulation of a 3D Seepage Field of an Asphaltic and Concrete Core Rockfill Dam in an Arid Area
Table 3
The comparison of seepage pressure at the downstream of core base.
| | The number of monitoring point | The buried site | Monitoring value | The simulation value | The error | | Pile number (m) | Distance from upstream wall (m) | Elevation (m) |
| | P1 | | 0 | 2445.000 | 2446.061 | 2448.34 | 2.28 | | P10 | | 0 | 2420.800 | 2426.44 | 2428.70 | 2.26 | | P11 | | 0 | 2420.000 | 2422.766 | 2419.97 | -2.80 | | P3 | | 0 | 2420.000 | 2421.6 | 2419.22 | -2.38 | | P12 | | 0 | 2420.000 | 2420.978 | 2419.19 | -1.79 | | P13 | | 0 | 2420.000 | 2423.994 | 2420.54 | -3.45 | | P6 | | 0 | 2420.000 | 2425.773 | 2420.13 | -5.65 | | P14 | | 0 | 2425.000 | 2436.148 | 2434.46 | -1.69 | | P8 | | 0 | 2434.000 | 2442.729 | 24445.19 | 1.46 |
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