ML110871658: Difference between revisions

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| number = ML110871658
| number = ML110871658
| issue date = 03/15/2011
| issue date = 03/15/2011
| title = Watts Bar Nuclear Plant (WBN) - Unit 2 - Final Safety Analysis Report (Fsar), Amendment 103, Figure 2.5-578, Category I Electrical Conduits Section H-H
| title = Unit 2 - Final Safety Analysis Report (Fsar), Amendment 103, Figure 2.5-578, Category I Electrical Conduits Section H-H
| author name =  
| author name =  
| author affiliation = Tennessee Valley Authority
| author affiliation = Tennessee Valley Authority
Line 13: Line 13:
| page count = 1
| page count = 1
}}
}}
=Text=
{{#Wiki_filter:..... "___ . ____  -_
s
                                                                                                                                                                                                          ..        ..............        ...........                  .      .... -I  .
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}}

Latest revision as of 05:38, 11 March 2020

Unit 2 - Final Safety Analysis Report (Fsar), Amendment 103, Figure 2.5-578, Category I Electrical Conduits Section H-H
ML110871658
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 03/15/2011
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML110871658 (1)
v • d • e


Text

..... "___ . ____ -_

s

.. .............. ........... . .... -I .

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

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