ML12083A221: Difference between revisions

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{{#Wiki_filter: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}}

Revision as of 06:49, 2 August 2018

Watts Bar, Unit 2 - Final Safety Analysis Report, Amendment 108, Figure 2.5-549, ERCW Pipeline Section A-A. Sheet 3
ML12083A221
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 03/05/2012
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML12083A221 (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