ML093370540: Difference between revisions

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| number = ML093370540
| number = ML093370540
| issue date = 11/24/2009
| issue date = 11/24/2009
| title = Watts Bar, Unit 2 - Final Safety Analysis Report, Amendment 95, Figure 2.5-577, Category I Electrical Conduits, Section G-G
| title = Final Safety Analysis Report, Amendment 95, Figure 2.5-577, Category I Electrical Conduits, Section G-G
| author name =  
| author name =  
| author affiliation = Tennessee Valley Authority
| author affiliation = Tennessee Valley Authority
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=Text=
=Text=
{{#Wiki_filter:I POTENTIAL SETTLEMENT BASED ON 750 r-- 740 r 730 ! 720 '- ?IO I--- i 690 - 680 - 1.5 O/o f; CRITERIA (INCHES) ('3 POTENTIAL SETTLEMENT BASED ON 6 Yo 6 CRITERIA (INCHES) 1 DESIGN WATER TABLE WATER TABLE (24 HR) Mti SO1 1 CLASS1 FICATION 13 BLOW COUNT @J POTENTIALLY (SEE NOTE) LIQUEFIABLE SOIL -WS WEATHERED SHALE 730 NOTE: I. LIQUEFACTiON BASED ON TOP OF GROUND ACCELERATION OF 0.4g CORRELATION FOR SANDS. AND SEED - IDRISS (1971) 720 1 710 700 690 680 670 660 Added by Amendment 50 WATTS BAR FINAL NUCLEAR SAFETY PLANT ANALYSIS REPORT CATEGORY I ELECTRRICAL CONDUITS FIGURE SECTION 2.5-577 G-G 660 1 G-G I}}
{{#Wiki_filter:I POTENTIAL SETTLEMENT BASED ON 750 r--
740 r 730 720 '-  
?IO I---
i 690 -
680 -
1.5 O/o f; CRITERIA (INCHES)
('3 POTENTIAL SETTLEMENT BASED ON 6 Yo 6 CRITERIA (INCHES) 1 DESIGN WATER TABLE WATER TABLE (24 HR)
Mti SO1 1 CLASS1 FICATION 13 BLOW COUNT  
@J POTENTIALLY (SEE NOTE)
LIQUEFIABLE SOIL  
-WS WEATHERED SHALE 730 NOTE:
I. LIQUEFACTiON BASED ON TOP OF GROUND ACCELERATION OF 0. 4 g CORRELATION FOR SANDS.
AND SEED - IDRISS (1971) 720 1 710 700 690 680 670 660 Added by Amendment 50 WATTS BAR FINAL NUCLEAR SAFETY PLANT ANALYSIS REPORT CATEGORY I ELECTRRICAL CONDUITS FIGURE SECTION 2.5-577 G-G 660 1 G-G I}}

Latest revision as of 07:57, 14 January 2025

Final Safety Analysis Report, Amendment 95, Figure 2.5-577, Category I Electrical Conduits, Section G-G
ML093370540
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 11/24/2009
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML093370540 (1)


Text

I POTENTIAL SETTLEMENT BASED ON 750 r--

740 r 730 720 '-

?IO I---

i 690 -

680 -

1.5 O/o f; CRITERIA (INCHES)

('3 POTENTIAL SETTLEMENT BASED ON 6 Yo 6 CRITERIA (INCHES) 1 DESIGN WATER TABLE WATER TABLE (24 HR)

Mti SO1 1 CLASS1 FICATION 13 BLOW COUNT

@J POTENTIALLY (SEE NOTE)

LIQUEFIABLE SOIL

-WS WEATHERED SHALE 730 NOTE:

I. LIQUEFACTiON BASED ON TOP OF GROUND ACCELERATION OF 0. 4 g CORRELATION FOR SANDS.

AND SEED - IDRISS (1971) 720 1 710 700 690 680 670 660 Added by Amendment 50 WATTS BAR FINAL NUCLEAR SAFETY PLANT ANALYSIS REPORT CATEGORY I ELECTRRICAL CONDUITS FIGURE SECTION 2.5-577 G-G 660 1 G-G I