Table 2.
Uncertain attributes, discretized into five levels.
| Attribute | Level |
||||||
|---|---|---|---|---|---|---|---|
| No | Name | Symbol | 0 | 1 | 2 | 3 | 4 |
| 1 | Variogram: x direction (m) | Vmx | 400 | 1200 | 2000 | 2800 | 3600 |
| 2 | Variogram: y direction (m) | Vmy | 400 | 1200 | 2000 | 2800 | 3600 |
| 3 | Proportion of grainstones (%) | Pg | 0.2 | 0.6 | 1 | 1.4 | 1.8 |
| 4 | Proportion of grain/packstones (%) | Pgp | 6 | 8 | 10 | 12 | 14 |
| 5 | Proportion of graywacke/packstones (%) | Pwp | 34 | 42 | 50 | 58 | 66 |
| 6 | Proportion of cement (%) | Pc | 17.5 | 22.5 | 27.5 | 32.5 | 37.5 |
| 7 | Proportion of marlstone (%) | Pm | 0.5 | 1.5 | 2.5 | 3.5 | 4.5 |
| 8 | Correlation coefficient between porosity and permeability | Ckm | 0.82 | 0.86 | 0.9 | 0.94 | 0.98 |
| 9 | Correlation coefficient between fracture intensity and the distance from a fault | Ckf | −0.66 | −0.58 | −0.5 | −0.42 | −0.34 |
| 10 | Fracture length (m) | Cf | 95 | 185 | 275 | 365 | 455 |
| 11 | Fracture aperture (mm) | Abf | 0.115 | 0.245 | 0.375 | 0.505 | 0.635 |
| 12 | Fracture orientation (°) | Orf | 214.5 | 233.5 | 252.5 | 271.5 | 290.5 |
| 13 | Variogram: fracture intensity in x direction (m) | Vfx | 240 | 520 | 800 | 1080 | 1360 |
| 14 | Variogram: fracture intensity in y direction (m) | Vfy | 240 | 520 | 800 | 1080 | 1360 |
| 15 | Coefficient of relative permeability of rock type 1 | Krwf1 | 2 | 2.5 | 3 | 3.5 | 4 |
| 16 | Coefficient of capillary pressure of rock type 1 | Pcdf1 | 0.1 | 0.4 | 0.6 | 0.8 | 1 |
| 17 | Coefficient of relative permeability of rock type 2 | Krwf2 | 2 | 2.5 | 3 | 3.5 | 4 |
| 18 | Coefficient of capillary pressure of rock type 2 | Pcdif2 | 0.4 | 0.5 | 0.6 | 0.7 | 0.8 |