| New Search |
| Fault Name | State |
|---|---|
| Raymond | California |
| GEOMETRY | |
| Dip (degrees) | 79 |
| Dip direction | N |
| Sense of slip | strike slip |
| Rupture top (km) | 0 |
| Rupture bottom (km) | 16 |
| Rake (degrees) | 60 |
| Length (km) | 22 |
| MODEL VALUES | ||
|---|---|---|
| Slip Rate | 1.5 | |
| Probability of activity | 1 | |
| ELLSWORTH | HANKS | |
| Minimum magnitude | 6.5 | 6.5 |
| Maximum magnitude | 6.80 | 6.50 |
| b-value | 0.8 | 0.8 |
| Fault Model | Deformation Model |
Char Rate1 | GR-a-value1 | Weight |
|---|---|---|---|---|
| Stitched | 2.1 | 8.14e-04 / 2.29e-03 | 1.975 / NA | 0.50 |
| UnStitched | 2.1 | 8.14e-04 / 2.29e-03 | 1.975 / NA | 0.50 |
| Stitched | 2.4 | 8.14e-04 / 2.29e-03 | 1.975 / NA | 0.50 |
| UnStitched | 2.4 | 8.14e-04 / 2.29e-03 | 1.975 / NA | 0.50 |
| 1 1st Value is based on Ellsworth relation and 2nd value is based on Hanks and Bakun relation |
| Comments |
|---|
| Slip rate estimated by authors is poorly constrained, based on focal mechanism of 1988 Pasadena earthquake and assumed vertical component of offset reported by Crook and others (1987). 2002 Slip rate increased from 0.5 mm/yr, based on slip-rate study by Marin and others (2000). |