ML20126D467: Difference between revisions
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& & sal *O(7% | |||
o g >/2du March 8, 1971 | o g | ||
DRL 1122 | >/2du 8005020 2h March 8, 1971 ACRS Members DRL 1122 TING ON SEIS'DLOGY-GE01DGY FOR SAN ONOFRE 2 & | ||
FEBRUARY 24, 1971 | |||
A group of eminent U. S. geologists and seismologists teet | , BETHESDA, MARYLAND, A group of eminent U. S. geologists and seismologists teet to discuss thi subject as it relates to the San Onofre site in general and to the applic s | ||
tion for Units 2 & 3 in particular. | |||
Newport-Inglewood Fault and which may | Newport-Inglewood Fault and which may be of co applicant was informed by L. Murphy of NOA that with current knowled The he would have to assume a " great earthquake" within five miles of th site and that this would result in site accelerations " considerably e | ||
site | greater than 0.50 g." | ||
to look at the strongest plant they felt they could designThe app calculate to an earthquake magnitude at the deformed underwater so | |||
1 | , and to back-s ne. | ||
Oricinal signed by J. E. Hard J. E.'Hard Saaior' Staff Assistant B. M. Page, Consultant ec: | |||
smm > | J. T. Wilson, Consultant 1 | ||
.l omcc> | |||
smm > | |||
~....... | |||
Form Arc-ase <n,,, % | Form Arc-ase <n,,, % | ||
,,,,,,,,,,,,,,gg g;,;;_ g ;,;,,. | |||
{ | { | ||
4..*, | 4..*, | ||
g | |||
,}} | |||
Latest revision as of 19:49, 12 December 2024
| ML20126D467 | |
| Person / Time | |
|---|---|
| Site: | San Onofre  |
| Issue date: | 03/08/1971 |
| From: | Hard J Advisory Committee on Reactor Safeguards |
| To: | Advisory Committee on Reactor Safeguards |
| Shared Package | |
| ML20126D470 | List: |
| References | |
| ACRS-SM-0172, ACRS-SM-172, NUDOCS 8005020125 | |
| Download: ML20126D467 (1) | |
Text
- - _ _ _
& & sal *O(7%
o g
>/2du 8005020 2h March 8, 1971 ACRS Members DRL 1122 TING ON SEIS'DLOGY-GE01DGY FOR SAN ONOFRE 2 &
FEBRUARY 24, 1971
, BETHESDA, MARYLAND, A group of eminent U. S. geologists and seismologists teet to discuss thi subject as it relates to the San Onofre site in general and to the applic s
tion for Units 2 & 3 in particular.
Newport-Inglewood Fault and which may be of co applicant was informed by L. Murphy of NOA that with current knowled The he would have to assume a " great earthquake" within five miles of th site and that this would result in site accelerations " considerably e
greater than 0.50 g."
to look at the strongest plant they felt they could designThe app calculate to an earthquake magnitude at the deformed underwater so
, and to back-s ne.
Oricinal signed by J. E. Hard J. E.'Hard Saaior' Staff Assistant B. M. Page, Consultant ec:
J. T. Wilson, Consultant 1
.l omcc>
smm >
~.......
Form Arc-ase <n,,, %
,,,,,,,,,,,,,,gg g;,;;_ g ;,;,,.
{
4..*,
g
,