ML093370397: Difference between revisions
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| number = ML093370397 | | number = ML093370397 | ||
| issue date = 11/24/2009 | | issue date = 11/24/2009 | ||
| title = | | title = Final Safety Analysis Report, Amendment 95, Figure 2.5-549, ERCW Pipeline Section A-A, Sheet 3 of 4 | ||
| author name = | | author name = | ||
| author affiliation = Tennessee Valley Authority | | author affiliation = Tennessee Valley Authority | ||
| Line 15: | Line 15: | ||
=Text= | =Text= | ||
{{#Wiki_filter:I T -?a | {{#Wiki_filter:I T | ||
-?a 740 730 | |||
- 7 2 0 | |||
- 7 n | |||
- 7 0 0 | |||
-690 | |||
- e 870 | |||
- 8 8 0 Q DESIGN WATER TABLE | |||
-L WATER TABLE (24 HRI MH SOIL CLASSIFICAmON I3 W COUNT POTENTIALLY LIQUEFIABLE SOIL(SEE NOTE) | |||
-WS WEATH ERE 0 SHALE N0TE:LIQUEFACTlON BASED ON TOP 1 | |||
OF GROUND ACCELERATION OF I | |||
0.220 AND SEEO-IDRISS(l981I CORRELATION FOR SANDS. | |||
Addod by Amendment 50 WAlTS BAR NUCLEAR PLANT FINAL SAFETY SEWiON FlEURE A 4 SHEET 2.5 -549 3 OF I A-A}} | |||
Latest revision as of 07:57, 14 January 2025
| ML093370397 | |
| Person / Time | |
|---|---|
| Site: | Watts Bar  |
| Issue date: | 11/24/2009 |
| From: | Tennessee Valley Authority |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML093370397 (1) | |
Text
I T
-?a 740 730
- 7 2 0
- 7 n
- 7 0 0
-690
- e 870
- 8 8 0 Q DESIGN WATER TABLE
-L WATER TABLE (24 HRI MH SOIL CLASSIFICAmON I3 W COUNT POTENTIALLY LIQUEFIABLE SOIL(SEE NOTE)
-WS WEATH ERE 0 SHALE N0TE:LIQUEFACTlON BASED ON TOP 1
OF GROUND ACCELERATION OF I
0.220 AND SEEO-IDRISS(l981I CORRELATION FOR SANDS.
Addod by Amendment 50 WAlTS BAR NUCLEAR PLANT FINAL SAFETY SEWiON FlEURE A 4 SHEET 2.5 -549 3 OF I A-A