ML12083A257: Difference between revisions

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| number = ML12083A257
| number = ML12083A257
| issue date = 03/05/2012
| issue date = 03/05/2012
| title = Watts Bar, Unit 2 - Final Safety Analysis Report, Amendment 108, Figure 2.5-573, ERCW Pipeline Section C-C
| title = Final Safety Analysis Report, Amendment 108, Figure 2.5-573, ERCW Pipeline Section C-C
| author name =  
| author name =  
| author affiliation = Tennessee Valley Authority
| author affiliation = Tennessee Valley Authority
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=Text=
=Text=
{{#Wiki_filter:750 -k./ 730 I 720 7 IO 700 690 680 670 6 60 0 I 2 3 4 5 6 ERCW -DISCHA%* .-- I i: ' e- c iG;~ G- SP- SM 750 740 730 720 710 700 690 680 670 660 POTENTtAL SETTLEMENT BASED ON 1.5% E CRITERIA { INCHES) (E) POTENTIAL SETTLEMENT BASED ON 6% E: CRITERIA (INCHES) DESIGN WATER TABLE X WATER TABLE (24HR) MH SOIL CLASSIFICATION I3 8UW COUNT ~ POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE) -WS WEATHERED SHALE NOTE: I, LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.4-g CORRELATION FOR SANDS. AND SEED-IRRISS (1971) Added by Amendment 50 __ -- WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSlS REPORT ERGW PIPELINE SECTION G-G FIGURE 2.5-573}}
{{#Wiki_filter:POTENTtAL SETTLEMENT BASED ON 1.5% E CRITERIA { INCHES) 750 0 I 2        3  4 5        6 750 (E)       POTENTIAL SETTLEMENT BASED ON 6% E: CRITERIA (INCHES)
ERCW                                                DESIGN WATER TABLE 740 i: '
          -DISCHA%      .--    I X WATER TABLE (24HR)
MH SOIL CLASSIFICATION
-k./
I3 8 U W COUNT
                                                            ~     POTENTIALLY LIQUEFIABLE SOIL 730                                            730            (SEE NOTE)
                                                            -WS WEATHERED SHALE I                                                        NOTE:
I , LIQUEFACTION BASED ON TOP OF 720                                            720        GROUND ACCELERATION OF 0 . 4 - g AND SEED-IRRISS (1971)
CORRELATION FOR SANDS.
7 IO iG;~
G- SP- SM 710 700                                            700 690                                            690 Added by Amendment 50 680 680 WATTS BAR NUCLEAR PLANT FINAL SAFETY 670                                            670              ANALYSlS REPORT ERGW PIPELINE SECTION G-G FIGURE 2 . 5 - 5 7 3 6 60                                          660 e- c}}

Latest revision as of 18:04, 6 February 2020

Final Safety Analysis Report, Amendment 108, Figure 2.5-573, ERCW Pipeline Section C-C
ML12083A257
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 03/05/2012
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML12083A257 (1)
v • d • e


Text

POTENTtAL SETTLEMENT BASED ON 1.5% E CRITERIA { INCHES) 750 0 I 2 3 4 5 6 750 (E) POTENTIAL SETTLEMENT BASED ON 6% E: CRITERIA (INCHES)

ERCW DESIGN WATER TABLE 740 i: '

-DISCHA% .-- I X WATER TABLE (24HR)

MH SOIL CLASSIFICATION

-k./

I3 8 U W COUNT

~ POTENTIALLY LIQUEFIABLE SOIL 730 730 (SEE NOTE)

-WS WEATHERED SHALE I NOTE:

I , LIQUEFACTION BASED ON TOP OF 720 720 GROUND ACCELERATION OF 0 . 4 - g AND SEED-IRRISS (1971)

CORRELATION FOR SANDS.

7 IO iG;~

G- SP- SM 710 700 700 690 690 Added by Amendment 50 680 680 WATTS BAR NUCLEAR PLANT FINAL SAFETY 670 670 ANALYSlS REPORT ERGW PIPELINE SECTION G-G FIGURE 2 . 5 - 5 7 3 6 60 660 e- c

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