Table 1. Ranges sampled for the sensitivity and stochastic simulations.
| Case | Rock | Pressure Forcing | Depth (m) | Matrix ϕm | S | Matrix km (m2) | δf,max (mm) | Chimney ϕc | Chimney kc (m2) |
|---|---|---|---|---|---|---|---|---|---|
| Sens. | Tuff and Granite | Denver, Jan. | 250 | 0.01–0.4 0.36* | 0.01–0.9 0.07 | 10−20–10−13 1.5 × 10−14 | 0.8–30.9 | 0.4 | 3.7 × 10−12 |
| MC1 | Granite | Denver, Jan. | 125, 250, 390 | 0.001–0.01 | 0.01–0.5 | 10−19–10−14 | 0.8–3 | 0.4–0.5 | 10−12–10−10 |
| MC2 | Tuff | Denver, Jan. | 125, 250, 390 | 0.05–0.4 | 0.5–0.9 | 10−18–10−13 | 0.8–3 | 0.4–0.5 | 10−12–10−10 |
| MC3 | Granite | Denver, Jan. Anchorage, | 250 | 0.05–0.4 | 0.5–0.9 | 10−18–10−13 | 0.8–3 | 0.4–0.5 | 10−12–10−10 |
| MC4 | Tuff | Honolulu;Jan., June | 250 | 0.05–0.4 | 0.5–0.9 | 10−18–10−13 | 0.8–3 | 0.4–0.5 | 10−12–10−10 |
*Base case parameters for the sensitivity study ranges (Sens.) are given in italics.