ML11221A360: Difference between revisions
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1 POTENTIAL S E T T L E ~ EBASED ~~ ON (E) 1.5% (5 CRITERlA (INCHES) | 1 POTENTIAL S E T T L E ~ EBASED ~~ ON (E) 1.5% (5 CRITERlA (INCHES) | ||
POTENTIAL SETTLEMENT BASED ON 750 I-6 a/' CRITERIA (INCHES) 750 t 7 D E S l G N WATER TABLE 740 ' I WATER TAIBLE (24HR) 740 MH SOIL CLASSIFICATION 13 BLOW COUNT POTENTIALLY LIQUEFIABLE SOIL 7-30 (SEE NOTE] | POTENTIAL SETTLEMENT BASED ON 750 I-6 a/' CRITERIA (INCHES) 750 t 7 D E S l G N WATER TABLE 740 ' I WATER TAIBLE (24HR) 740 MH SOIL CLASSIFICATION 13 BLOW COUNT POTENTIALLY LIQUEFIABLE SOIL 7-30 (SEE NOTE] | ||
Revision as of 17:32, 10 March 2020
| 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
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s
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1 POTENTIAL S E T T L E ~ EBASED ~~ ON (E) 1.5% (5 CRITERlA (INCHES)
POTENTIAL SETTLEMENT BASED ON 750 I-6 a/' CRITERIA (INCHES) 750 t 7 D E S l G N WATER TABLE 740 ' I WATER TAIBLE (24HR) 740 MH SOIL CLASSIFICATION 13 BLOW COUNT POTENTIALLY LIQUEFIABLE SOIL 7-30 (SEE NOTE]
730 I - WS WEATHRED SHALE NOTE:
720 I . LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0 4 9
~
720 -
a AND SEE5 IDRISS (1971)
C0RRE:LATION FOR SANDS.
710 700 690 Added by Amendment SO 630 FINAL S A F E T Y ANALYSIS REPORT 670 CATEGORY i ELECTRICAL CONDUITS SECTION H*H FIGURE 2 . 5 - 578 I I 660