ML11221A360: Difference between revisions

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{{#Wiki_filter:..... "___ . ____  -_
{{#Wiki_filter:..............  
s
-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 ~ ~
                                                                                                                                                                                                          ..       ..............        ...........                  .      .... -I .
BASED ON 1.5%
1 POTENTIAL S E T T L E ~ EBASED                            ~~     ON (E) 1.5% (5 CRITERlA (INCHES)
(5 CRITERlA (INCHES) 6 '/a CRITERIA (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]
(E)
730 I           - WS       WEATHRED SHALE NOTE:
POTENTIAL SETTLEMENT BASED ON t 7 D E S l G N WATER TABLE  
720  I . LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0 4 9
'I WATER TAIBLE (24HR)
                                                                                                                                                                                              ~
MH SOIL CLASSIFICATION 13 BLOW COUNT POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE]
720                                                                                                                                                                                                                  -
I  
a AND SEE5 IDRISS (1971)
- WS WEATHRED SHALE  
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}}
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

Amendment 102 to Final Safety Analysis Report (Fsar), Category I Electrical Conduits Section H-H, Figure 2.5-578
ML11221A360
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 12/17/2010
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML11221A360 (1)


Text

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-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