ML11221A365: 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 15: Line 15:


=Text=
=Text=
{{#Wiki_filter:750 -k./ 730 I 720 7 IO 700 690 680 670 6 60 0 I 2 3 4 5 6 ERCW -DISCHA%* .-- I i: ' e- c iG;~ G- SP- SM 750 740 730 720 710 700 690 680 670 660 POTENTtAL SETTLEMENT BASED ON 1.5% E CRITERIA { INCHES) (E) POTENTIAL SETTLEMENT BASED ON 6% E: CRITERIA (INCHES) DESIGN WATER TABLE X WATER TABLE (24HR) MH SOIL CLASSIFICATION I3 8UW COUNT ~ POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE) -WS WEATHERED SHALE NOTE: I, LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.4-g CORRELATION FOR SANDS. AND SEED-IRRISS (1971) Added by Amendment 50 __ -- WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSlS REPORT ERGW PIPELINE SECTION G-G FIGURE 2.5-573}}
{{#Wiki_filter:POTENTtAL SETTLEMENT BASED ON 1.5% E CRITERIA { INCHES) 750 0 I 2        3  4 5        6 750 (E)       POTENTIAL SETTLEMENT BASED ON 6% E: CRITERIA (INCHES)
ERCW                                                DESIGN WATER TABLE 740 i: '
          -DISCHA%      .--    I X WATER TABLE (24HR)
MH SOIL CLASSIFICATION
-k./
I3 8 U W COUNT
                                                            ~     POTENTIALLY LIQUEFIABLE SOIL 730                                            730            (SEE NOTE)
                                                            -WS WEATHERED SHALE I                                                        NOTE:
I , LIQUEFACTION BASED ON TOP OF 720                                            720        GROUND ACCELERATION OF 0 . 4 - g AND SEED-IRRISS (1971)
CORRELATION FOR SANDS.
7 IO iG;~
G- SP- SM 710 700                                            700 690                                            690 Added by Amendment 50 680 680
__ --
WATTS BAR NUCLEAR PLANT FINAL SAFETY 670                                            670              ANALYSlS REPORT ERGW PIPELINE SECTION G-G FIGURE 2 . 5 - 5 7 3 6 60                                          660 e- c}}

Revision as of 16:19, 12 November 2019

Amendment 102 to Final Safety Analysis Report (Fsar), Figure 2.5-573, ERCW Pipeline Section C-C
ML11221A365
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 12/17/2010
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML11221A365 (1)
v • d • e


Text

POTENTtAL SETTLEMENT BASED ON 1.5% E CRITERIA { INCHES) 750 0 I 2 3 4 5 6 750 (E) POTENTIAL SETTLEMENT BASED ON 6% E: CRITERIA (INCHES)

ERCW DESIGN WATER TABLE 740 i: '

-DISCHA% .-- I X WATER TABLE (24HR)

MH SOIL CLASSIFICATION

-k./

I3 8 U W COUNT

~ POTENTIALLY LIQUEFIABLE SOIL 730 730 (SEE NOTE)

-WS WEATHERED SHALE I NOTE:

I , LIQUEFACTION BASED ON TOP OF 720 720 GROUND ACCELERATION OF 0 . 4 - g AND SEED-IRRISS (1971)

CORRELATION FOR SANDS.

7 IO iG;~

G- SP- SM 710 700 700 690 690 Added by Amendment 50 680 680

__ --

WATTS BAR NUCLEAR PLANT FINAL SAFETY 670 670 ANALYSlS REPORT ERGW PIPELINE SECTION G-G FIGURE 2 . 5 - 5 7 3 6 60 660 e- c

Retrieved from "https://kanterella.com/w/index.php?title=ML11221A365&oldid=2114353"