ML110871653: Difference between revisions

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| number = ML110871653
| number = ML110871653
| issue date = 03/15/2011
| issue date = 03/15/2011
| title = (WBN) - Unit 2 - Final Safety Analysis Report (Fsar), Amendment 103. Figure 2.5-572
| title = Unit 2 - Final Safety Analysis Report (Fsar), Amendment 103. Figure 2.5-572
| author name =  
| author name =  
| author affiliation = Tennessee Valley Authority
| author affiliation = Tennessee Valley Authority
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=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}}
O I 2     3 5               POTENTIAL     SETTLEMENT BASED 750                950            ON I, 5 'A     CRITERIA (INCHES)
(%)      POTENTIAL ON 6 % E SETTLEMENT BASED CRITERIA (INCHES)
JL   DESIGN WATER TABLE 740                740            WATER TABLE (24HR)
MH SOIL CLASSIFICATION 13 BLOW COUNT POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE)
                                ~
  '730                730
                              -WS WEATHERED SHALE 720                720  NOTE.:
I f LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.4g AND SEED - IDRISS (1971)
CORRELATION FOR SANDS.
710                710 700                700 690                690 Added by Amendment 50 680                680 FINAL SAFETY 670                670 ERCW PlPELlNf FIGURE 2.5 SEGTIDN  - 572 B-B 660                  660 B- 8}}

Latest revision as of 02:37, 13 November 2019

Unit 2 - Final Safety Analysis Report (Fsar), Amendment 103. Figure 2.5-572
ML110871653
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 03/15/2011
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML110871653 (1)
v • d • e


Text

.

O I 2 3 5 POTENTIAL SETTLEMENT BASED 750 950 ON I, 5 'A CRITERIA (INCHES)

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

JL DESIGN WATER TABLE 740 740 WATER TABLE (24HR)

MH SOIL CLASSIFICATION 13 BLOW COUNT POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE)

~

'730 730

-WS WEATHERED SHALE 720 720 NOTE.:

I f LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.4g AND SEED - IDRISS (1971)

CORRELATION FOR SANDS.

710 710 700 700 690 690 Added by Amendment 50 680 680 FINAL SAFETY 670 670 ERCW PlPELlNf FIGURE 2.5 SEGTIDN - 572 B-B 660 660 B- 8

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