ML12171A141: Difference between revisions

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| number = ML12171A141
| number = ML12171A141
| issue date = 08/12/2011
| issue date = 08/12/2011
| title = Watts Bar Nuclear Plant (WBN) - Unit 2 - Final Safety Analysis Report (Fsar), Amendment 105, Figure 2.5-572, ERCW Pipeline, Section B-B
| title = Unit 2 - Final Safety Analysis Report (Fsar), Amendment 105, Figure 2.5-572, ERCW Pipeline, Section B-B
| 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 O I 2 3 5 950 740 730 720 710 700 690 680 670 660 POTENTIAL SETTLEMENT BASED (%) POTENTIAL SETTLEMENT BASED ON I, 5 'A
{{#Wiki_filter:.
* CRITERIA (INCHES) ON 6% E CRITERIA (INCHES) JL DESIGN WATER TABLE WATER TABLE (24HR) MH SOIL CLASSIFICATION 13 BLOW COUNT ~ POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE) -WS WEATHERED SHALE NOTE.: If LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.4g CORRELATION FOR SANDS. AND SEED - IDRISS (1971) Added by Amendment 50 FINAL SAFETY ERCW PlPELlNf FIGURE SEGTIDN 2.5 B-B - 572 B- 8}}
750 740  
'730 720 710 700 690 680 670 660 O
I 2
3 5
950 740 730 720 710 700 690 680 670 660 POTENTIAL SETTLEMENT BASED
(%) POTENTIAL SETTLEMENT BASED ON I, 5 'A CRITERIA (INCHES)
ON 6% E CRITERIA (INCHES)
JL DESIGN WATER TABLE WATER TABLE (24HR)
MH SOIL CLASSIFICATION 13 BLOW COUNT  
~
POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE)  
-WS WEATHERED SHALE NOTE.:
I f LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.4g CORRELATION FOR SANDS.
AND SEED - IDRISS (1971)
Added by Amendment 50 FINAL SAFETY ERCW PlPELlNf FIGURE SEGTIDN 2.5 B-B - 572 B-8}}

Latest revision as of 01:30, 12 January 2025

Unit 2 - Final Safety Analysis Report (Fsar), Amendment 105, Figure 2.5-572, ERCW Pipeline, Section B-B
ML12171A141
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 08/12/2011
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML12171A141 (1)


Text

.

750 740

'730 720 710 700 690 680 670 660 O

I 2

3 5

950 740 730 720 710 700 690 680 670 660 POTENTIAL SETTLEMENT BASED

(%) POTENTIAL SETTLEMENT BASED ON I, 5 'A CRITERIA (INCHES)

ON 6% E CRITERIA (INCHES)

JL DESIGN WATER TABLE WATER TABLE (24HR)

MH SOIL CLASSIFICATION 13 BLOW COUNT

~

POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE)

-WS WEATHERED SHALE NOTE.:

I f LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.4g CORRELATION FOR SANDS.

AND SEED - IDRISS (1971)

Added by Amendment 50 FINAL SAFETY ERCW PlPELlNf FIGURE SEGTIDN 2.5 B-B - 572 B-8