ML14161A082: Difference between revisions

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{{#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: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 i G ; ~
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 8 U W 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}}

Latest revision as of 20:26, 10 January 2025

Final Safety Analysis Report, Amendment 112 - Figure 2.5-573, ERCW Pipeline Section C-C
ML14161A082
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 05/30/2014
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
Shared Package
ML14160A901 List: ... further results
References
Download: ML14161A082 (1)


Text

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 i G ; ~

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 8 U W 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