ML11221A365: Difference between revisions
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| number = ML11221A365 | | number = ML11221A365 | ||
| issue date = 12/17/2010 | | issue date = 12/17/2010 | ||
| title = | | title = Amendment 102 to Final Safety Analysis Report (Fsar), Figure 2.5-573, ERCW Pipeline Section C-C | ||
| author name = | | author name = | ||
| author affiliation = Tennessee Valley Authority | | author affiliation = Tennessee Valley Authority | ||
Revision as of 05:37, 30 January 2019
| ML11221A365 | |
| Person / Time | |
|---|---|
| Site: | Watts Bar  |
| Issue date: | 12/17/2010 |
| From: | Tennessee Valley Authority |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML11221A365 (1) | |
Text
750 -k./ 730 I 720 7 IO 700 690 680 670 6 60 0 I 2 3 4 5 6 ERCW -DISCHA%* .-- I i: ' e- c iG;~ G- SP- SM 750 740 730 720 710 700 690 680 670 660 POTENTtAL SETTLEMENT BASED ON 1.5% E CRITERIA { INCHES) (E) POTENTIAL SETTLEMENT BASED ON 6% E: CRITERIA (INCHES) DESIGN WATER TABLE X WATER TABLE (24HR) MH SOIL CLASSIFICATION I3 8UW COUNT ~ POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE) -WS WEATHERED SHALE NOTE: I, LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.4-g CORRELATION FOR SANDS. AND SEED-IRRISS (1971) Added by Amendment 50 __ -- WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSlS REPORT ERGW PIPELINE SECTION G-G FIGURE 2.5-573