Late holocene slip rate and earthquake history for the northern Calaveras fault at Welch Creek, eastern San Francisco Bay area, California

Citation
Gd. Simpson et al., Late holocene slip rate and earthquake history for the northern Calaveras fault at Welch Creek, eastern San Francisco Bay area, California, B SEIS S AM, 89(5), 1999, pp. 1250-1263
Citations number
25
Categorie Soggetti
Earth Sciences
Journal title
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA
ISSN journal
00371106 → ACNP
Volume
89
Issue
5
Year of publication
1999
Pages
1250 - 1263
Database
ISI
SICI code
0037-1106(199910)89:5<1250:LHSRAE>2.0.ZU;2-4
Abstract
Paleoseismic trenching was performed to assess the slip rate and earthquake history of the northern segment of the Calaveras fault at a site along Wel ch Creek in the eastern San Francisco Bay area, California. At Welch Creek, the northern Calaveras fault crosses a series of fluvial terraces and disp laces the intervening terrace risers, We derive a late Holocene slip rate u sing two independent methods: (1) by measuring the offset of the back-edge (i.e., terrace angle) of one of the offset terraces and (2) by using isopac h contours to measure the offset of a debris flow unit within the terrace s ediments. The terrace back-edge is offset 39 +/- 1 m and is between 5 and 1 3 ka old, The debris flow deposit is offset 27 +/- 1 m; the deposit age is estimated to be between 4840 and 5325 cal yr B.P. These findings suggest a late Holocene slip rate of 6 +/- 1 mm/yr for the northern Calaveras fault. We recognize as many as seven surface-rupturing earthquakes at Welch Creek, although the amount of terrace back-edge displacement suggests that severa l more events must have occurred that are not discernable in the stratigrap hic or structural record. Based on the maximum amount of time between age-c onstrained paleoearthquakes that are preserved in the record at Welch Creek , we derive an estimate of the maximum recurrence interval of between 1375 and 3425 yr. Using the assumption that additional events are required to ac count for the 39 +/- 1 m of back-edge offset, we derive a recurrence estima te of between 125 and 685 yr.