ML11221A360: Difference between revisions
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{{#Wiki_filter:..... | {{#Wiki_filter:.............. | ||
-I 750 740 730 720 710 700 690 630 670 660 I-1 750 740 s 7-30 POTENTIAL S E T T L E ~ E ~ ~ | |||
BASED ON 1.5% | |||
1 POTENTIAL S E T T L E ~ | (5 CRITERlA (INCHES) 6 '/a CRITERIA (INCHES) | ||
(E) | |||
POTENTIAL SETTLEMENT BASED ON t 7 D E S l G N WATER TABLE | |||
'I WATER TAIBLE (24HR) | |||
MH SOIL CLASSIFICATION 13 BLOW COUNT POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE] | |||
I | |||
- WS WEATHRED SHALE | |||
~ | |||
720 NOTE: | |||
I. LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0 a 4 9 C0RRE:LATION FOR SANDS. | |||
AND SEE5 - IDRISS (1971) | |||
Added by Amendment SO FINAL SAFETY ANALYSIS REPORT CATEGORY i ELECTRICAL CONDUITS SECTION H*H FIGURE 2.5-578 I | |||
I}} | |||
Latest revision as of 04:52, 13 January 2025
| ML11221A360 | |
| Person / Time | |
|---|---|
| Site: | Watts Bar |
| Issue date: | 12/17/2010 |
| From: | Tennessee Valley Authority |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML11221A360 (1) | |
Text
..............
-I 750 740 730 720 710 700 690 630 670 660 I-1 750 740 s 7-30 POTENTIAL S E T T L E ~ E ~ ~
BASED ON 1.5%
(5 CRITERlA (INCHES) 6 '/a CRITERIA (INCHES)
(E)
POTENTIAL SETTLEMENT BASED ON t 7 D E S l G N WATER TABLE
'I WATER TAIBLE (24HR)
MH SOIL CLASSIFICATION 13 BLOW COUNT POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE]
I
- WS WEATHRED SHALE
~
720 NOTE:
I. LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0 a 4 9 C0RRE:LATION FOR SANDS.
AND SEE5 - IDRISS (1971)
Added by Amendment SO FINAL SAFETY ANALYSIS REPORT CATEGORY i ELECTRICAL CONDUITS SECTION H*H FIGURE 2.5-578 I
I