| New Search |
| Fault Name | State |
|---|---|
| Superstition Hills | California |
| GEOMETRY | |
| Dip (degrees) | 90 |
| Dip direction | V |
| Sense of slip | strike slip |
| Rupture top (km) | 0.6 |
| Rupture bottom (km) | 12 |
| Rake (degrees) | 180 |
| Length (km) | 36 |
| MODEL VALUES | ||
|---|---|---|
| Slip Rate | 4 | |
| Probability of activity | 1 | |
| Aseismic slip factor | 0.1 | |
| ELLSWORTH | HANKS | |
| Minimum magnitude | 6.5 | 6.5 |
| Maximum magnitude | 6.80 | 6.60 |
| b-value | 0.8 | 0.8 |
| Fault Model | Deformation Model |
Char Rate1 | GR-a-value1 | Weight |
|---|---|---|---|---|
| Stitched | 2.1 | 2.49e-03 / 4.97e-03 | 2.461 / 3.012 | 0.50 |
| UnStitched | 2.1 | 2.49e-03 / 4.97e-03 | 2.461 / 3.012 | 0.50 |
| Stitched | 2.4 | 2.49e-03 / 4.97e-03 | 2.461 / 3.012 | 0.50 |
| UnStitched | 2.4 | 2.49e-03 / 4.97e-03 | 2.461 / 3.012 | 0.50 |
| 1 1st Value is based on Ellsworth relation and 2nd value is based on Hanks and Bakun relation |
| Comments |
|---|
| Slip rate reported by WGCEP (1995). Aseismic slip factor of 0.1 applied due to documented triggered slip and afterslip (Kahle and others, 1988). |