ML13255A329: Difference between revisions

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{{#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}}

Revision as of 05:09, 4 July 2018

Watts Bar Nuclear Plant, Unit 2 - Final Safety Analysis Report (Fsar), Amendment 110, Figure 2.5-551, ERCW Pipeline Section C-C.
ML13255A329
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: ML13255A329 (1)


Text

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