ML103200662: Difference between revisions

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{{#Wiki_filter:I -- ..... e 2 s (I .sJc ,750 Y c ! ;.j 720 730 1 700 I 710 t- 690 ' 600 i" ' '1 680 . . - 750 740 730 i i - 710 I, I? 680 I 1 6m I POTENTIAL SETTLEMEMT BASE0 CRITERIA ( INCHESl p) 9~ 1.5% 3.0 POTEHITIAL SETTLEMENT BASED ON 0% E; CRITERIA (IMCHES) P X DESIGN WATER WATER TABLE ( TABLE 24 HR 1 MH SOIL CtASSlFlCATlON 13 eww COUNT POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE) -w WEATHERED SHALE NOTE: I. LlQUEFACTfON GROUWD ACCELERATION BASED OW OF TOP 0.40 OF AND SEED - IDRISS ( 19711 CORRELATION A)R SANDS. Added by Amendment 50 ERCW PlPELlNE S*CTlON &A SHEET 2 OF I FllURE 2.5-571 A-A}}
{{#Wiki_filter:--
(I I                  - ..... . .
          .sJc
        , 7 5 0 750 p)9~
3.0 POTENTIAL SETTLEMEMT BASE0 1.5%       CRITERIA ( INCHESl POTEHITIAL SETTLEMENT BASED ON 0% E; CRITERIA (IMCHES)
X DESIGN WATER WATER       24 HR 1 TABLE (TABLE 740 MH SOIL CtASSlFlCATlON 1
13 eww COUNT Y
POTENTIALLY LIQUEFIABLE SOIL 730                                      (SEE NOTE) c 730
                                              -w   WEATHERED SHALE 720                              NOTE:
I . LlQUEFACTfON     BASED OW GROUWD ACCELERATION         OF TOP AND 0.40OF
                                                      -
t-SEED IDRISS ( 19711 CORRELATION I
                                    -i A)R SANDS.
710
  !        710
    ;.j i
I ,
700 e
2 s
I?
690
        '  600 680          Added by Amendment 50 I
16 m I
i" ERCW PlPELlNE
  ' '1                                                SCTlON &A SHEET 2 OF I FllURE 2.5-571 680 A-A}}

Revision as of 06:05, 13 November 2019

Amendment 101 to Final Safety Analysis Report (Fsar), Figure 2.5-571, ERCW Pipeline, Section A-A, Sheet 2 of 4
ML103200662
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 10/29/2010
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML103200662 (1)


Text

--

(I I - ..... . .

.sJc

, 7 5 0 750 p)9~

3.0 POTENTIAL SETTLEMEMT BASE0 1.5% CRITERIA ( INCHESl POTEHITIAL SETTLEMENT BASED ON 0% E; CRITERIA (IMCHES)

X DESIGN P WATER WATER 24 HR 1 TABLE (TABLE 740 MH SOIL CtASSlFlCATlON 1

13 eww COUNT Y

POTENTIALLY LIQUEFIABLE SOIL 730 (SEE NOTE) c 730

-w WEATHERED SHALE 720 NOTE:

I . LlQUEFACTfON BASED OW GROUWD ACCELERATION OF TOP AND 0.40OF

-

t-SEED IDRISS ( 19711 CORRELATION I

-i A)R SANDS.

710

! 710

.j i

I ,

700 e

2 s

I?

690

' 600 680 Added by Amendment 50 I

16 m I

i" ERCW PlPELlNE

' '1 SCTlON &A SHEET 2 OF I FllURE 2.5-571 680 A-A