ML093620208: Difference between revisions
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| number = ML093620208 | | number = ML093620208 | ||
| issue date = 12/14/2009 | | issue date = 12/14/2009 | ||
| title = | | title = Final Safety Analysis Report, Amendment 96, Figure 2.5-571, 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 18:35, 30 January 2019
| ML093620208 | |
| Person / Time | |
|---|---|
| Site: | Watts Bar  |
| Issue date: | 12/14/2009 |
| From: | Tennessee Valley Authority |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML093620208 (1) | |
Text
- - - - - 740 730 no 7H) -700 -690 -6m 670 -660 / WlENTtAL SETTLEMENT BASED OH 1.5 K f CRITERIA (IPICHES) (YJ POTENTIAL SETTLEMENT RASED OM 6O14 6 CRITERIA (INCHES) 4 47 48 49 I c 1 43 44 45 46 I I I I 39 40 41 42 I I I I I 750 'I 740 730 L m: 1. LIMIEFACTtON 0- ACCELERATION BASED ON OF lW 0.49 OF AND CORRELATm SEED-IORlSS FOR (1971) SANDS. m m 700 680. 1 I I I Added by Amendment 50 I 680 - ! 1 i ! 1 I I -\ 'J FINAL SAFElY ANALYSIS REPORT Encw WELIYE S*CTlON FlOUlE Ad SHEEl 2.5-571 3 OF 4 670 I I I 660 A- A