ML11178A213: Difference between revisions

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| number = ML11178A213
| number = ML11178A213
| issue date = 06/03/2011
| issue date = 06/03/2011
| title = Watts Bar, Unit 2 - Final Safety Analysis Report (Fsar), Amendment 104, Figure 2.5-578, Category I, Electrical Conduits Section H-H.
| title = Final Safety Analysis Report (Fsar), Amendment 104, 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 15: Line 15:


=Text=
=Text=
{{#Wiki_filter:.............. ........... ..... "___ .. ____ . -_ ....... -I . .. .... ..... .......... _, .... -- .............. . .... ..... ... . - .... ... .......... ............ .- .- ... . -. . 750 740 730 720 710 700 690 6*30 670 660 I- ....... .............. -. . ......... . - ..... 1 750 740 s 7-30 POTENTIAL SETTLE~E~~ BASED ON 1.5% (5 CRITERlA (INCHES) 6 '/a
{{#Wiki_filter:..... "___ . ____   -_
* CRITERIA (INCHES) (E) POTENTIAL SETTLEMENT BASED ON t7DESlGN WATER TABLE 'I WATER TAIBLE (24HR) MH SOIL CLASSIFICATION 13 BLOW COUNT POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE] I - WS WEATH*RED SHALE ~ 720 NOTE: I. LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0 a 49 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}}
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 19:59, 10 March 2020

Final Safety Analysis Report (Fsar), Amendment 104, Figure 2.5-578, Category I, Electrical Conduits Section H-H.
ML11178A213
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 06/03/2011
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML11178A213 (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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