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Page Title:
Table 2. Existing Probabilistic Hazards Results For DOE Sites |
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|  DOE-STD-1024-92
Table 2
Existing Probabilistic Hazard Results For DOE Sites
Peak Horizontal Ground Acceleration (in g's)
Site
Probability (note 1)
2x10E-3
1x10E-3
2x10E-4
Savannah River (soil site)
EPRI
.03, .04, .05
.05, .06, .09
.10, .13, .19
LLNL with LLNL-AE5
.05, .20, .15
.07, .26, .20
.16, .52, .38
LLNL without
.15, .13
.05, .20, .18
.13, .40, .33
LLNL-AE5
TERA, Inc. results
.08
.11
.19
Portsmouth (note 4)
EPRI
.02, .03, .04
.03, .03, .06
.07, .08, .10
LLNL with LLNL-AE5
.02, .16, .15
.05, .22, .20
.10 (note 3)
LLNL without
.06, .06
.04, .08, .08
.08, .18, .17
LLNL-AE5
TERA, Inc. results
.08
.11
.17
Oak Ridge (note 4)
EPRI
.04, .05, .09
.07, .09, .13
.17, .19, .26
LLNL with LLNL-AE5
.07, .30, .24
.10 (note 3)
.22 (note 3)
LLNL without
.05, .15, .14
.08, .22, .19
.18, .38, .34
LLNL-AE5
TERA, Inc. results
.15
.19
.32
Princeton (rock site) (note 5)
LLNL with LLNL-AE5
.06, .17, .19
.08, .23, .26
.19, .50, .48
TERA, Inc.
.13
.16
.27
Brookhaven (soil site) (note 6)
LLNL with LLNL-AE5
.05, .16, .14
.07, .19, .16
.15, .37, .34
LLNL without
.03, .11, .19
.05, .17, .13
.14, .36, .27
LLNL-AE5
TERA, Inc.
.12
.15
.25
*** SEE NOTES AT THE END OF TABLE 3 ***
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