ML093370397: Difference between revisions
Jump to navigation
Jump to search
StriderTol (talk | contribs) (Created page by program invented by StriderTol) |
StriderTol (talk | contribs) (Created page by program invented by StriderTol) |
||
| Line 2: | Line 2: | ||
| 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 | ||
Revision as of 19:03, 30 January 2019
| 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 -720 -7n -700 -690 -e 870 -880 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 A4 SHEET 2.5 -549 3 OF I A-A