Incident ID |
CA00000-188 |
Dam Name |
SHEFFIELD |
Downstream Hazard Potential |
|
State |
CA |
Incident Date |
06/01/1925 |
Incident Type |
Failure |
Incident Driver |
Seismic |
Incident Mechanism 1 |
Other |
Incident Mechanism 2 |
|
Incident Mechanism 3 |
|
Incident Description |
the dam failed by liquefaction, a fact borne out by the following paper:
https://cedb.asce.org/CEDBsearch/record.jsp?dockey=0016249 |
Named Hydrologic Event |
|
EAP Enacted (Y/N) due to Incident |
No |
Fatalities (Number) |
|
Number of People Evacuated |
|
Number of Habitable Structures Evacuated |
|
Number of Habitable Structures Flooded |
|
Other Infrastructure Impacts |
|
Economic Damages (in $) |
|
Volume released at failure (ac-ft) |
|
Response |
|
Additional Remarks or Updates |
Precise date unknown. 25-high hydraulic fill dam, 7 miles from the epicenter of a 6.3 Richter magnitude quake. The embankment & foundation were comprised primarily of loose silty sand, & seepage had saturated the foundation & lower part of the fill, res
https://projects.eri.ucsb.edu/sb_eqs/1925/sheffield.html
https://cedb.asce.org/CEDBsearch/record.jsp?dockey=0016249 |
Incident Time |
|
Incident Duration |
|
Incident Report Produced |
Yes |
Information Sources |
|
Owner Type |
|
Dam Type |
HF |
Primary Purpose(s) |
|
EAP |
|
Year Completed |
1917 |
Year Modified |
0 |
Dam Height |
25 ft |
Max Storage (ac-ft) |
92 ac-ft |
Surface Area (acres) |
0 acres |
River Name |
|
Latitude |
0 |
Longitude |
0 |
Regulatory Agency(ies) |
|
NID Number |
CA00000 |
Attachments |
|