ML11178A207: Difference between revisions

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| number = ML11178A207
| number = ML11178A207
| issue date = 06/03/2011
| issue date = 06/03/2011
| title = Watts Bar, Unit 2 - Final Safety Analysis Report (Fsar), Amendment 104, Figure 2.5-571, ERCW Pipeline Section A-A. Sheet 4 of 4
| title = Final Safety Analysis Report (Fsar), Amendment 104, Figure 2.5-571, ERCW Pipeline Section A-A. Sheet 4 of 4
| author name =  
| author name =  
| author affiliation = Tennessee Valley Authority
| author affiliation = Tennessee Valley Authority
Line 15: Line 15:


=Text=
=Text=
{{#Wiki_filter:750 740 730 720 710 700 690 680 670 660 50 51 '52 53 54 57 I I 1 I I I 1 A-A -1 /CCLASS "A" BACK AUX BLOG PIPE TUNNEL- -- UNIT i ILL 7 750 1 740 730 i 720 - 710 - 700 690 1 680 670 660 POTENTIAL SETTLEMENT BASED ON I. 5 O/t
{{#Wiki_filter:50 51 '52 53   54         57                                         POTENTIAL SETTLEMENT BASED 750 (E) 750                                                        7              ON I . 5 O/t   CRITERIA (INCHES)
* CRITERIA (INCHES) (E) POTENTIAL SETTLEMENT BASED ON 6% 6 CRITERIA (INCHES) - DESIGN WATER TABLE -!E WATER TABLE (24. HR) MH SOIL CLASSIFICATION I3 BLOW COUNT POTENT I ALLY L I QUEF IA BLE SO I L (SEE NOTE) -WS WEATHER1ED SHALE NOTE: I. LtQ~EFACT~ON BASED ON TOP OF GROUND ACCEtlERATlON OF 0.49 AND SEED - IDRtSS (1971) CORRELATION FOR SANDS. Added by Amendment 50 WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYStS REPORT 1 ERCW PIPELINE SECTION A-A SREET 4 OF 4 FIGURE 2.5-571 ,}}
POTENTIAL ON 6 % 6 SETTLEMENT          BASED CRITERIA (INCHES) -
DESIGN WATER TABLE 740                                                          740 1
                                                                    -!E WATER TABLE       (24.HR)
MH SOIL CLASSIFICATION I3 BLOW COUNT 730
                                  -1                        730 POTENTI ALLY L IQUEFIA BLE SO IL (SEE NOTE)
                                    /CCLASS "A" BACK ILL
                                                                    -WS WEATHER1ED SHALE i
720                                    AUX BLOG                NOTE:
PIPE TUNNEL-        720 I . LtQ~EFACT~ONBASED ON TOP OF GROUND
                                  --  UNIT i                      ACCEtlERATlON OF 0.49 AND SEED IDRtSS  -
(1971) CORRELATION FOR SANDS.
710                                                      -  710 700                                                      - 700 690                                                          690 1
680                                                          680            Added by Amendment 50 670                                                          670 WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYStS REPORT ERCW PIPELINE 1
SECTION A-A SREET 4 OF 4 FIGURE 2.5-571 660    I  I  1    I I    I    1 660 A-A
                ,}}

Latest revision as of 19:09, 12 November 2019

Final Safety Analysis Report (Fsar), Amendment 104, Figure 2.5-571, ERCW Pipeline Section A-A. Sheet 4 of 4
ML11178A207
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: ML11178A207 (1)
v • d • e


Text

50 51 '52 53 54 57 POTENTIAL SETTLEMENT BASED 750 (E) 750 7 ON I . 5 O/t CRITERIA (INCHES)

POTENTIAL ON 6 % 6 SETTLEMENT BASED CRITERIA (INCHES) -

DESIGN WATER TABLE 740 740 1

-!E WATER TABLE (24.HR)

MH SOIL CLASSIFICATION I3 BLOW COUNT 730

-1 730 POTENTI ALLY L IQUEFIA BLE SO IL (SEE NOTE)

/CCLASS "A" BACK ILL

-WS WEATHER1ED SHALE i

720 AUX BLOG NOTE:

PIPE TUNNEL- 720 I . LtQ~EFACT~ONBASED ON TOP OF GROUND

-- UNIT i ACCEtlERATlON OF 0.49 AND SEED IDRtSS -

(1971) CORRELATION FOR SANDS.

710 - 710 700 - 700 690 690 1

680 680 Added by Amendment 50 670 670 WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYStS REPORT ERCW PIPELINE 1

SECTION A-A SREET 4 OF 4 FIGURE 2.5-571 660 I I 1 I I I 1 660 A-A

,

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