ML15279A317
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ML15279A317 | |
Person / Time | |
---|---|
Site: | Watts Bar ![]() |
Issue date: | 09/11/2015 |
From: | Tennessee Valley Authority |
To: | Office of Nuclear Reactor Regulation |
Shared Package | |
ML15279A332 | List:
|
References | |
CNL-15-183 | |
Download: ML15279A317 (1) | |
Text
.............. ........... ..... "___ .. ____ . -_ ....... -I . .. .... ..... .......... _, .... -- .............. . .... ..... ... . - .... ... .......... ............ .- .- ... . -. . 750 740 730 720 710 700 690 6*30 670 660 I- ....... .............. -. . ......... . - ..... 1 750 740 s 7-30 POTENTIAL SETTLE~E~~ BASED ON 1.5% (5 CRITERlA (INCHES) 6 '/a
- CRITERIA (INCHES) (E) POTENTIAL SETTLEMENT BASED ON t7DESlGN WATER TABLE 'I WATER TAIBLE (24HR) MH SOIL CLASSIFICATION 13 BLOW COUNT POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE] I - WS WEATH*RED SHALE ~ 720 NOTE: I. LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0 a 49 C0RRE:LATION FOR SANDS. AND SEE5 - IDRISS (1971) Added by Amendment SO FINAL SAFETY ANALYSIS REPORT CATEGORY i ELECTRICAL CONDUITS SECTION H*H FIGURE 2.5- 578 I I
.............. ........... ..... "___ .. ____ . -_ ....... -I . .. .... ..... .......... _, .... -- .............. . .... ..... ... . - .... ... .......... ............ .- .- ... . -. . 750 740 730 720 710 700 690 6*30 670 660 I- ....... .............. -. . ......... . - ..... 1 750 740 s 7-30 POTENTIAL SETTLE~E~~ BASED ON 1.5% (5 CRITERlA (INCHES) 6 '/a
- CRITERIA (INCHES) (E) POTENTIAL SETTLEMENT BASED ON t7DESlGN WATER TABLE 'I WATER TAIBLE (24HR) MH SOIL CLASSIFICATION 13 BLOW COUNT POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE] I - WS WEATH*RED SHALE ~ 720 NOTE: I. LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0 a 49 C0RRE:LATION FOR SANDS. AND SEE5 - IDRISS (1971) Added by Amendment SO FINAL SAFETY ANALYSIS REPORT CATEGORY i ELECTRICAL CONDUITS SECTION H*H FIGURE 2.5- 578 I I