ML13255A384: Difference between revisions

From kanterella
Jump to navigation Jump to search
(Created page by program invented by StriderTol)
(Created page by program invented by StriderTol)
Line 14: Line 14:
| page count = 1
| page count = 1
}}
}}
=Text=
{{#Wiki_filter:1 -__--_I_. -. .. . - ... . .- ,. .... .. ..... .. . .. . . . __. ^. ... . . 750 I1 750 740 730 720 7 10 700 690 680 6 70 6 60 I E DESIGN WATER TABLE Y!. WATER TABLE (24 HR) MI4 SOIL CLASSIFICATION 13 BLOW COUNT ~ POTENTIALLY L1QOEFIABLE -WS WEATHERED SHALE: SOIL (S*E NOTE) 740 S 5-2 5 734.6 730 .. , I' I ss- 53 ss -55 SS'54 727.0 727. 0 SS-60 726, I ?- I: 727 ie 14 -- CL ML 1- LW MW 29 r,, l5 I 27 I -- 18 ML 13 ..ML I8 , If I8 13 i CL 16 I l3 L 15 i_ NOTE: 1. LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.49 AND SEED-IDRISS (1971) CORRELATION FOR SANDS. CL 12 17 27 13 j 15 1 16 ' 21 23 ML 17 Q ML ~~ 20 ~ 19 23 7 IC I251 cL I 24 20 23 -I- FI9 ,21 +;>. , 20 =I3 t- WS 20 34 34 15 - sc - 61 .7 - 61 7 50 t SM SC 700 '. I v S 5-62 697.7 B T 50 3. 18 22 50f 50 3. 50 f 69C: frL sc 3 -. ws E414 SM I3 50 4- 50 32 50 +-- 50 4- 50+ G-SC CL GM 50 + c- 504 504 50 50 t-. 501 SMSC 6-SM '-' 6 80 17 1 Added by Amendment 50 50 1 50 . 50 50 4 SC 50 ' 670 WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT MISCELLANEOUS ERCW PIPING AN SOIL 0 I* CONDU BORINGS IT FIGURE 2.5-579 660}}

Revision as of 05:01, 4 July 2018

Watts Bar Nuclear Plant, Unit 2 - Final Safety Analysis Report (Fsar), Amendment 110, Figure 2.5-579, Miscellaneous ERCW Piping and IE Conduit Soil Borings
ML13255A384
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 08/14/2013
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
Shared Package
ML13255A164 List: ... further results
References
Download: ML13255A384 (1)
v • d • e


Text

1 -__--_I_. -. .. . - ... . .- ,. .... .. ..... .. . .. . . . __. ^. ... . . 750 I1 750 740 730 720 7 10 700 690 680 6 70 6 60 I E DESIGN WATER TABLE Y!. WATER TABLE (24 HR) MI4 SOIL CLASSIFICATION 13 BLOW COUNT ~ POTENTIALLY L1QOEFIABLE -WS WEATHERED SHALE: SOIL (S*E NOTE) 740 S 5-2 5 734.6 730 .. , I' I ss- 53 ss -55 SS'54 727.0 727. 0 SS-60 726, I ?- I: 727 ie 14 -- CL ML 1- LW MW 29 r,, l5 I 27 I -- 18 ML 13 ..ML I8 , If I8 13 i CL 16 I l3 L 15 i_ NOTE: 1. LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.49 AND SEED-IDRISS (1971) CORRELATION FOR SANDS. CL 12 17 27 13 j 15 1 16 ' 21 23 ML 17 Q ML ~~ 20 ~ 19 23 7 IC I251 cL I 24 20 23 -I- FI9 ,21 +;>. , 20 =I3 t- WS 20 34 34 15 - sc - 61 .7 - 61 7 50 t SM SC 700 '. I v S 5-62 697.7 B T 50 3. 18 22 50f 50 3. 50 f 69C: frL sc 3 -. ws E414 SM I3 50 4- 50 32 50 +-- 50 4- 50+ G-SC CL GM 50 + c- 504 504 50 50 t-. 501 SMSC 6-SM '-' 6 80 17 1 Added by Amendment 50 50 1 50 . 50 50 4 SC 50 ' 670 WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT MISCELLANEOUS ERCW PIPING AN SOIL 0 I* CONDU BORINGS IT FIGURE 2.5-579 660

Retrieved from "https://kanterella.com/w/index.php?title=ML13255A384&oldid=800874"