ML11178A213: Difference between revisions

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{{#Wiki_filter:.............. ........... ..... "___ .. ____ . -_ ....... -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}}

Revision as of 12:31, 5 August 2018

Watts Bar, Unit 2 - Final Safety Analysis Report (Fsar), Amendment 104, Figure 2.5-578, Category I, Electrical Conduits Section H-H.
ML11178A213
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 06/03/2011
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML11178A213 (1)
v • d • e


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
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