Latest revision as of 06:23, 12 November 2019

Text

Final Safety Analysis Report, Amendment 108, Figure 2.5-572, ERCW Pipeline Section B-B
	ML12083A256
Person / Time
Site:	Watts Bar
Issue date:	03/05/2012
From:	; Tennessee Valley Authority
To:	; Office of Nuclear Reactor Regulation
References
	Download: ML12083A256 (1)
	v • d • e

.

O I 2 3 5 POTENTIAL SETTLEMENT BASED 750 950 ON I, 5 'A CRITERIA (INCHES)

(%) POTENTIAL ON 6 % E SETTLEMENT BASED CRITERIA (INCHES)

JL DESIGN WATER TABLE 740 740 WATER TABLE (24HR)

MH SOIL CLASSIFICATION 13 BLOW COUNT POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE)

~

'730 730

-WS WEATHERED SHALE 720 720 NOTE.:

I f LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.4g AND SEED - IDRISS (1971)

CORRELATION FOR SANDS.

710 710 700 700 690 690 Added by Amendment 50 680 680 FINAL SAFETY 670 670 ERCW PlPELlNf FIGURE 2.5 SEGTIDN - 572 B-B 660 660 B- 8

@@ Line 2: / Line 2: @@
 | number = ML12083A256
 | issue date = 03/05/2012
-| title = Watts Bar, Unit 2 - Final Safety Analysis Report, Amendment 108, Figure 2.5-572, ERCW Pipeline Section B-B
+| title = Final Safety Analysis Report, Amendment 108, Figure 2.5-572, ERCW Pipeline Section B-B
 | author name =
 | author affiliation = Tennessee Valley Authority
@@ Line 13: / Line 13: @@
 | page count = 1
 }}
+=Text=
+{{#Wiki_filter:.
+O I 2      3 5                POTENTIAL     SETTLEMENT BASED 750                 950            ON I, 5 'A     CRITERIA (INCHES)
+(%)       POTENTIAL ON 6 % E SETTLEMENT BASED CRITERIA (INCHES)
+JL    DESIGN WATER TABLE 740                 740             WATER TABLE (24HR)
+MH SOIL CLASSIFICATION 13 BLOW COUNT POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE)
+                                ~
+  '730                730
+                               -WS WEATHERED SHALE 720                 720   NOTE.:
+I f LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.4g AND SEED - IDRISS (1971)
+CORRELATION FOR SANDS.
+                 710 700                 700 690                 690 Added by Amendment 50 680                 680 FINAL SAFETY 670                 670 ERCW PlPELlNf FIGURE  2.5 SEGTIDN   - 572 B-B 660                  660 B- 8}}