ML101370587: Difference between revisions

From kanterella
Jump to navigation Jump to search
(Created page by program invented by StriderTol)
 
(Created page by program invented by StriderTol)
Line 2: Line 2:
| number = ML101370587
| number = ML101370587
| issue date = 05/07/2010
| issue date = 05/07/2010
| title = Watts Bar, Unit 2 - Amendment 98 to Final Safety Analysis Report, Figure 2.5-572, ERCW Pipeline, Section B-B
| title = Amendment 98 to Final Safety Analysis Report, Figure 2.5-572, ERCW Pipeline, Section B-B
| author name =  
| author name =  
| author affiliation = Tennessee Valley Authority
| author affiliation = Tennessee Valley Authority

Revision as of 15:13, 30 January 2019

Amendment 98 to Final Safety Analysis Report, Figure 2.5-572, ERCW Pipeline, Section B-B
ML101370587
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 05/07/2010
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML101370587 (1)
v • d • e


Text

. 750 740 '730 720 710 700 690 680 670 660 O I 2 3 5 950 740 730 720 710 700 690 680 670 660 POTENTIAL SETTLEMENT BASED (%) POTENTIAL SETTLEMENT BASED ON I, 5 'A

  • CRITERIA (INCHES) ON 6% E CRITERIA (INCHES) JL DESIGN WATER TABLE WATER TABLE (24HR) MH SOIL CLASSIFICATION 13 BLOW COUNT ~ POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE) -WS WEATHERED SHALE NOTE.: If LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.4g CORRELATION FOR SANDS. AND SEED - IDRISS (1971) Added by Amendment 50 FINAL SAFETY ERCW PlPELlNf FIGURE SEGTIDN 2.5 B-B - 572 B- 8
Retrieved from "https://kanterella.com/w/index.php?title=ML101370587&oldid=1253477"