Table 3. Probabilistic Hazard results For DOE Site Using Standard Position

DOE-STD-1024-92

Table 3

Probabilistic Hazard results For DOE Site Using Standard Position

Peak Horizontal Ground Acceleration (in g's) for Different Probabilities

Site

Probability

2x10E-3

1x10E-3

2x10E-4

Savannah River (soil site)

Avg. of median

without LLNL-AE5 times

.05(note 2)

.09

.19

correction factor (note 7)

TERA, Inc. results

.08

.11

.19

Portsmouth (note 4)

Ave. of median

without LLNL-AE5 times

.04(note 2)

.06

.12

correction factor (note 7)

TERA, Inc. results

.08

.11

.17

Oak Ridge (note 4)

Ave. of median

without LLNL-AE5 times

.08

.13

.29

correction factor (note 7)

TERA, Inc. results

.15

.19

.32

Princeton (rock site) (note 5)

Ave. of median

without LLNL-AE5 times

.09

.12

.26

correction factor (note 7)

TERA, Inc.

.13

.16

.27