ML13255A328: Difference between revisions

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| number = ML13255A328
| number = ML13255A328
| issue date = 08/14/2013
| issue date = 08/14/2013
| title = Watts Bar Nuclear Plant, Unit 2 - Final Safety Analysis Report (Fsar), Amendment 110, Figure 2.5-550, ERCW Pipeline Section B-B.
| title = Final Safety Analysis Report (Fsar), Amendment 110, Figure 2.5-550, ERCW Pipeline Section B-B.
| author name =  
| author name =  
| author affiliation = Tennessee Valley Authority
| author affiliation = Tennessee Valley Authority
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=Text=
=Text=
{{#Wiki_filter:...................... ...... . -- ...... -. . ........... ------ _. ....... . - .... ... - ~. ........ .... .. 750 Y40 730 720 710 i I ir 690 J 680 670 660 3 4 5 I 2 0 1 i I r FINAL GRADE ..... 1 I I 1 .SL DESIGN WATER TABLE 'I WATER TABLE (24HR) MH SOIL CLASSIFICATION 13 BLOW COUNT POT E NT 1 AL LY LI QUE FI A B L E s Q I I, (SEE NOTE) -WS WEATHERED SHALE NOTE: LtQUEFACT.ION BASED ON TOP OF GROUND ACCELERATION OF 0.22g AND SEED- IDRl SS (1981 1 COR RELATION FOR SANDS. 690 680 Added by Amendment BO 670 FINAL SAFETY ANALYSE REPORT ERCW PIPELINE FIGURE 2.5-550 SECTION B-8 660 t 8- B}}
{{#Wiki_filter:. . .   . . . . . . . .   .... - ..
                                                                                                                          ~.
I                               2 3           4                           5 0
750                                                                                                        1 i
I                         r FINAL GRADE
                                                                                                                                                                          .SL DESIGN WATER TABLE
                                                                                                                                                                          'IWATER TABLE (24HR)
Y40                                                                                                                                                                MH SOIL CLASSIFICATION 13 BLOW COUNT POT E NT 1 AL LY LIQ U E FI A B L E s Q I I, (SEE NOTE) 730                                                                                                                                                            -WS   WEATHERED SHALE 720 NOTE: LtQUEFACT.ION BASED ON T O P OF GROUND A C C E L E R A T I O N O F 0.22g AND SEED- I D R l SS (1981 1C O R RELATION 710                                                                                                                                                                  FOR S A N D S .
i I
i r 690 690                         .....
680         Added by Amendment BO J
680 FINAL SAFETY 670            ANALYSE REPORT 670                                                                                                                                                                      ERCW PIPELINE SECTION B-8 FIGURE 2 . 5 - 5 5 0 660 t 1
1 I                        I 660 8-         B}}

Latest revision as of 01:43, 6 February 2020

Final Safety Analysis Report (Fsar), Amendment 110, Figure 2.5-550, ERCW Pipeline Section B-B.
ML13255A328
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 08/14/2013
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
Shared Package
ML13255A164 List: ... further results
References
Download: ML13255A328 (1)
v • d • e


Text

. . . . . . . . . . . .... - ..

~.

I 2 3 4 5 0

750 1 i

I r FINAL GRADE

.SL DESIGN WATER TABLE

'IWATER TABLE (24HR)

Y40 MH SOIL CLASSIFICATION 13 BLOW COUNT POT E NT 1 AL LY LIQ U E FI A B L E s Q I I, (SEE NOTE) 730 -WS WEATHERED SHALE 720 NOTE: LtQUEFACT.ION BASED ON T O P OF GROUND A C C E L E R A T I O N O F 0.22g AND SEED- I D R l SS (1981 1C O R RELATION 710 FOR S A N D S .

i I

i r 690 690 .....

680 Added by Amendment BO J

680 FINAL SAFETY 670 ANALYSE REPORT 670 ERCW PIPELINE SECTION B-8 FIGURE 2 . 5 - 5 5 0 660 t 1

1 I I 660 8- B

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