ML11178A195: Difference between revisions

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| number = ML11178A195
| number = ML11178A195
| issue date = 06/03/2011
| issue date = 06/03/2011
| title = Watts Bar, Unit 2 - Final Safety Analysis Report (Fsar), Amendment 104, Figure 2.5-549, ERCW Pipeline, Section A-A. Sheet 2 of 4
| title = Final Safety Analysis Report (Fsar), Amendment 104, Figure 2.5-549, ERCW Pipeline, Section A-A. Sheet 2 of 4
| author name =  
| author name =  
| author affiliation = Tennessee Valley Authority
| author affiliation = Tennessee Valley Authority
Line 15: Line 15:


=Text=
=Text=
{{#Wiki_filter:740 L ! c 730 I 720 710 'b' 700 690 660 9 670 4 "' 660 16 I7 18 19 20 I I -c a I 3! 32 26 27 28 29 30 21 22 23 21 25 Sh47 7ai.r $446 -1.4 II I IT I I6 $$-Men v I .fl I 55-90 742.5 SS-IM - I3U 740 730 720 710 700 $t DESIGN WATER TABLE WATER TABLE ( 24 HR 1 MH SOIL CLASSIFICATION I3 MOW COUNT POTENTIALLY LlQUEFl AB LE -WS SOIL WEATHERED
{{#Wiki_filter:I 26 27    28 29 30 3! 32 -c a 16 I7 18 19 20   21 22   23     21     25                               I3U I
[SEE NOTE:) SHALE NOTE: LIQUE FACTION BASED ON TO'P OF GROUND ACCE LERATIOM OF 0.22g AND SEED-IDRlSS(1980 CORRELATlON FOR SANDS. Added by Amendment 50 680 670 660 ANALYSIS FINAL SAFETY REWRT I ERCW PIPELME 8EmOW Ad SH**T 2 OF 4 FLEUAE 2.5-149}}
I I   -
55-90                 Sh47                                      $t DESIGN WATER TABLE
                                              $446 742.5         -1.4    7ai.r 740       WATER TABLE ( 24 HR 1 IT vI SS-IM    III                                            MH SOIL CLASSIFICATION
                                                                $$-Men I
I6 740                                                .fl                                  I3 M O W COUNT L                                                                                              POTENTIALLY LlQUEFlAB LE 730      WEATHERED
                                                                                            -WS SOIL   [SEE NOTE:)
SHALE
!    730 c
720 720                                                                                    NOTE: LIQUE FACTION BASED ON TO'P OF GROUND ACCE LERATIOM OF 0.22g AND SEED-IDRlSS(1980 710      CORRELATlON FOR SANDS.
710
  'b' 700 700 690 I
Added by Amendment 50 9  660 680 4
ANALYSIS FINAL SAFETY REWRT I
670 670                                                                                                ERCW PIPELME
  "'                                                                                                8 EmOW A d SHT 2 OF 4 FLEUAE 2.5-149 660 660}}

Latest revision as of 19:10, 12 November 2019

Final Safety Analysis Report (Fsar), Amendment 104, Figure 2.5-549, ERCW Pipeline, Section A-A. Sheet 2 of 4
ML11178A195
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: ML11178A195 (1)
v • d • e


Text

I 26 27 28 29 30 3! 32 -c a 16 I7 18 19 20 21 22 23 21 25 I3U I

I I -

55-90 Sh47 $t DESIGN WATER TABLE

$446 742.5 -1.4 7ai.r 740 WATER TABLE ( 24 HR 1 IT vI SS-IM III MH SOIL CLASSIFICATION

$$-Men I

I6 740 .fl I3 M O W COUNT L POTENTIALLY LlQUEFlAB LE 730 WEATHERED

-WS SOIL [SEE NOTE:)

SHALE

! 730 c

720 720 NOTE: LIQUE FACTION BASED ON TO'P OF GROUND ACCE LERATIOM OF 0.22g AND SEED-IDRlSS(1980 710 CORRELATlON FOR SANDS.

710

'b' 700 700 690 I

Added by Amendment 50 9 660 680 4

ANALYSIS FINAL SAFETY REWRT I

670 670 ERCW PIPELME

"' 8 EmOW A d SHT 2 OF 4 FLEUAE 2.5-149 660 660

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