ML110871644: Difference between revisions

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| number = ML110871644
| number = ML110871644
| issue date = 03/15/2011
| issue date = 03/15/2011
| title = Watts Bar Nuclear Plant (WBN) - Unit 2 - Final Safety Analysis Report (Fsar), Amendment 103. Figure 2.5-551
| title = Unit 2 - Final Safety Analysis Report (Fsar), Amendment 103. Figure 2.5-551
| author name =  
| author name =  
| author affiliation = Tennessee Valley Authority
| author affiliation = Tennessee Valley Authority
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=Text=
=Text=
{{#Wiki_filter:750 740 73G 720 710 700 690 6 80 670 I I I 6 60 L I ..... ......... ....................................... ............... ....... . ~~ .... . ........ ...__.______..________-I- ........ ... _. ... ... . - -. .. I ERCW 750 740 730 720 710 700 690 680 670 660 st DESIGN WATER TABLE Z WATER TABLE (24HR) MH SOIL CLASStFlCATCON 13 EIWW COUNT a SOIL ( SEE NOTE) POTENTIALLY LIQUEF IA 8L.E -WS WEATHERED SHALE NOTE: L1 QUEFACTION BASED ON TOP OFGROUND ACCELERATION OF 0.22g AND SEED-lDRISS(198t~ CORRELATI0N FOR SANDS, Added by Amendment 50 r WATTS BAR NUCLEAR PLANT ANALYSIS FINAL SAFETY REPORT ERCW PIPELINE SECTION CE FIGURE 2.5- 5 5 I I I e- c}}
{{#Wiki_filter:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .                     ...............       .. -. . ... - ...     _.                     . . .       ........   ...__.______..________-I- ........
          ....... .                                                                               ~~ .... . .........                 .....
750 750    I I                                                                      I I ERCW st DESIGN W A T E R TABLE 740          Z WATER TABLE (24HR) 740 MH SOIL CLASStFlCATCON 13 EIWW COUNT 73G 730          a   POTENTIALLY LIQUEF I A 8L.E SOIL ( SEE NOTE)
                                                                                                                                                                          - W S WEATHERED S H A L E 720 720 NOTE: L1 QUEFACTION BASED ON TOP 710        OFGROUND A C C E L E R A T I O N OF 0 . 2 2 g 710                                                                                                                                                                        AND S E E D - l D R I S S ( 1 9 8 t ~C O R R E L A T I 0 N FOR SANDS, 700 700 690 690 Added by Amendment 50 680 6 80 r
WATTS BAR NUCLEAR PLANT ANALYSIS FINAL SAFETYREPORT 670 670 I
L ERCW PIPELINE SECTION CE FIGURE 2.5- 5 5 I 660    I I
6 60 e- c}}

Latest revision as of 02:37, 13 November 2019

Unit 2 - Final Safety Analysis Report (Fsar), Amendment 103. Figure 2.5-551
ML110871644
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: ML110871644 (1)
v • d • e


Text

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... .. -. . ... - ... _. . . . ........ ...__.______..________-I- ........

....... . ~~ .... . ......... .....

750 750 I I I I ERCW st DESIGN W A T E R TABLE 740 Z WATER TABLE (24HR) 740 MH SOIL CLASStFlCATCON 13 EIWW COUNT 73G 730 a POTENTIALLY LIQUEF I A 8L.E SOIL ( SEE NOTE)

- W S WEATHERED S H A L E 720 720 NOTE: L1 QUEFACTION BASED ON TOP 710 OFGROUND A C C E L E R A T I O N OF 0 . 2 2 g 710 AND S E E D - l D R I S S ( 1 9 8 t ~C O R R E L A T I 0 N FOR SANDS, 700 700 690 690 Added by Amendment 50 680 6 80 r

WATTS BAR NUCLEAR PLANT ANALYSIS FINAL SAFETYREPORT 670 670 I

L ERCW PIPELINE SECTION CE FIGURE 2.5- 5 5 I 660 I I

6 60 e- c

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