ML101610470: Difference between revisions

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| number = ML101610470
| number = ML101610470
| issue date = 05/27/2010
| issue date = 05/27/2010
| title = Watts Bar Nuclear Plant, Unit 2, Amendment 99 to Final Safety Analysis Report (Fsar), Figure 2.5-549, ERCW Pipeline Section A-A, Sheet 3 of 4
| title = Amendment 99 to Final Safety Analysis Report (Fsar), Figure 2.5-549, ERCW Pipeline Section A-A, Sheet 3 of 4
| author name =  
| author name =  
| author affiliation = Tennessee Valley Authority
| author affiliation = Tennessee Valley Authority
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=Text=
=Text=
{{#Wiki_filter:I T -?a - - - 740 730 -720 -7n -700 -690 -e 870 -880 Q DESIGN WATER TABLE -L WATER TABLE (24 HRI MH SOIL CLASSIFICAmON I3 W COUNT POTENTIALLY LIQUEFIABLE SOIL(SEE NOTE) -WS WEATH ERE 0 SHALE N0TE:LIQUEFACTlON BASED ON TOP 1 OF GROUND ACCELERATION OF I 0.220 AND SEEO-IDRISS(l981I CORRELATION FOR SANDS. Addod by Amendment 50 WAlTS BAR NUCLEAR PLANT FINAL SAFETY SEWiON FlEURE A4 SHEET 2.5 -549 3 OF I A-A}}
{{#Wiki_filter:-?a Q DESIGN WATER TABLE
        -    740
                    -L WATER TABLE (24 HRI MH SOIL CLASSIFICAmON I3 W COUNT POTENTIALLY LIQUEFIABLE
        -    730
                  -WS SOIL(SEE NOTE)
WEATHERE0 SHALE
        -720 1
T N0TE:LIQUEFACTlON BASED ON TOP I
OF GROUND ACCELERATION OF   I 0.220 AND SEEO-IDRISS(l981I
        - 7 n          CORRELATION FOR SANDS.
        -700
        -690
        -e              Addod by Amendment 50
        -    870 WAlTS BAR NUCLEAR PLANT FINAL SAFETY SEWiON A 4 SHEET FlEURE       3 OF I 2.5 -549
        -880 A-A}}

Latest revision as of 18:13, 13 November 2019

Amendment 99 to Final Safety Analysis Report (Fsar), Figure 2.5-549, ERCW Pipeline Section A-A, Sheet 3 of 4
ML101610470
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 05/27/2010
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML101610470 (1)
v • d • e


Text

-?a Q DESIGN WATER TABLE

- 740

-L WATER TABLE (24 HRI MH SOIL CLASSIFICAmON I3 W COUNT POTENTIALLY LIQUEFIABLE

- 730

-WS SOIL(SEE NOTE)

WEATHERE0 SHALE

-720 1

T N0TE:LIQUEFACTlON BASED ON TOP I

OF GROUND ACCELERATION OF I 0.220 AND SEEO-IDRISS(l981I

- 7 n CORRELATION FOR SANDS.

-700

-690

-e Addod by Amendment 50

- 870 WAlTS BAR NUCLEAR PLANT FINAL SAFETY SEWiON A 4 SHEET FlEURE 3 OF I 2.5 -549

-880 A-A

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