Research Article
Numerical Simulation of a 3D Seepage Field of an Asphaltic and Concrete Core Rockfill Dam in an Arid Area
Table 1
The infiltration coefficient and allowable descent.
| | Material type | Average permeability (cm/s) | Allowable descent |
| | Western conglomerate Q1 (under confined aquifer) | | | | Confined aquifer | | | | The bedrock of confined aquifer Q1 (above confined aquifer) | | | | Weakly weathered layer (Q1) | | Left bank | | | | Partial rock layer 1 | | | | Right bank | | | | Fresh rock mass (Q1) | | Left bank | | | | Right bank | | | | Q2al | | 0.12 | | Q3al | | 0.10 | | Q4al | | 0.08 | | Q3eol | | 2.0 | | Dam body | | | | Curtain grouting | | | | Concrete cutoff wall | | | | Concrete base | | | | Asphaltic and concrete core wall | | | | Consolidation grouting | | | | Cofferdam | | | | Dam material | | |
|
|
