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 point | The buried site | Monitoring value | The simulation value | The error | Pile number (m) | Distance from upstream wall (m) | Elevation (m) |
| UP9 | | 13.817 | 2415.427 | 2455.02 | 2452.08 | -2.94 | UP10 | | 71.274 | 2421.455 | 2437.06 | 2431.06 | -6.00 | UP11 | | 120.0 | 2420.000 | 2431.20 | 2423.96 | -7.24 | UP12 | | 113.755 | 2420.872 | 2429.28 | 2427.14 | -2.13 | UP13 | | 83.174 | 2409.498 | 2433.613 | 2432.58 | -1.03 | UP14 | | 6.428 | 2414.799 | 2445.43 | 2447.56 | 2.13 |
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