| New Search |
| Fault Name | State |
|---|---|
| White Wolf | California |
| GEOMETRY | |
| Dip (degrees) | 75 |
| Dip direction | S |
| Sense of slip | reverse |
| Rupture top (km) | 0 |
| Rupture bottom (km) | 14 |
| Rake (degrees) | 60 |
| Length (km) | 63 |
| MODEL VALUES | ||
|---|---|---|
| Slip Rate | 2 | |
| Probability of activity | 1 | |
| ELLSWORTH | HANKS | |
| Minimum magnitude | 6.5 | 6.5 |
| Maximum magnitude | 7.20 | 7.00 |
| b-value | 0.8 | 0.8 |
| Fault Model | Deformation Model |
Char Rate1 | GR-a-value1 | Weight |
|---|---|---|---|---|
| Stitched | 2.1 | 7.30e-04 / 1.46e-03 | 2.001 / 2.228 | 0.50 |
| UnStitched | 2.1 | 7.30e-04 / 1.46e-03 | 2.001 / 2.228 | 0.50 |
| Stitched | 2.4 | 7.30e-04 / 1.46e-03 | 2.001 / 2.228 | 0.50 |
| UnStitched | 2.4 | 7.30e-04 / 1.46e-03 | 2.001 / 2.228 | 0.50 |
| 1 1st Value is based on Ellsworth relation and 2nd value is based on Hanks and Bakun relation |
| Comments |
|---|
| Poorly constrained long term slip rate, based on Stein and Thatcher (1981), is suggestive of about 5mm/yr. WGCEP (1995) used slip rate of 2 mm/yr. |