ML14317A507

Seabrook Station Updated Final Safety Analysis Report, Revision 16, Chapter 3, Figures, 3.7(B)-1 Through 3.7(N)-1

ML14317A507
Person / Time
Site:	Seabrook
Issue date:	10/21/2014
From:	NextEra Energy Seabrook
To:	Office of Nuclear Reactor Regulation
Shared Package
ML14317A463	List: ML14317A479 ML14317A481 ML14317A491 ML14317A492 ML14317A494 ML14317A495 ML14317A496 ML14317A497 ML14317A498 ML14317A499 ML14317A507 ML14317A508 ML14317A509 ML14317A510 ML14317A594 ML14317A595 ML14317A596 ML14317A597 ML14317A598 ML14317A602 ML14317A603 ML14317A604 ML14317A605 ML14317A633 ML14317A634 ML14317A635 ML14317A636 ML14317A637 ML14317A638 ML14317A639 ML14317A640 ML14317A747 ML14317A748 ML14318A013 ML14318A014 ML14318A015 ML14318A016 ML14318A024 ML16159A371 ML16159A372 ML16159A381 ML16159A388 ML16161A128 ML16161A186 ML16161A240 ML16161A295 ML16161A340 SBK-L-14179, Updated Final Safety Analysis Report, Revision 16, Drawings - Redacted
References
SBK-L-14179
Download: ML14317A507 (53)

Text

Time History Accelogram (0.25g), Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-1

Time History Accelogram (0.25g), Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-2

Time History Accelogram (0.25g), Vertical Component -

SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-3

0.50% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-4

1% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-5

Pressurizer Surge Line Pipe Whip Restraint Protecting Steam Generator Blowdown and Safety Injection Lines - Containment Zone 45B S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.6(B)-6

5% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-7

7% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-8

10% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-9

0.5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-10

1% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-11

2% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-12

5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-13

7% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-14

10% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-15

1% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-16

2% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-17

5% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-18

7% Critical Damping Ground Re sponse Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-19

10% Critical Damping Ground Response Spectrum, Vertical Component - SSE S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-20

Containment Shell - Seismic Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-21

Containment Internals - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-22

Primary Auxiliary Building Seismic Analysis - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-23

Control/Diesel Generator Building Seismic Analysis - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-24

Fuel Storage Building Seismic Analysis - Mathematical Model S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-25

Amplified Response Spectra - SSE - Containment Shell - 7% Structural Damping; 2% Equipment Damping [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-26 Sh 1 of 2

Amplified Response Spectra - SSE - Containment Shell - 7% Structural Damping; 2% Equipment Damping [2 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-26 Sh 2 of 2

Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping

[4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 1 of 4

Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping

[4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 2 of 4

Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping

[4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 3 of 4

Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping

[4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-27 Sh 4 of 4

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 1 of 8

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 2 of 8

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 3 of 8

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 4 of 8

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 5 of 8

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 6 of 8

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 7 of 8

Amplified Response Spectra - SSE - Control/Diesel Generator Building - 7% Structural Damping; 2% Equipment Damping [8 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-28 Sh 8 of 8

Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 1 of 4

Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 2 of 4

Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 3 of 4

Amplified Response Spectra - SSE - Fuel Storage Building - 7% Structural Damping; 2% Equipment Damping [4 Sheets]

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-29 Sh 4 of 4

Typical Ceiling-to-Floor S upported Cable Tray System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-30

Mathematical Model of Typi cal Ceiling-to-Floor Supported Cable Tray System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-31

Mounting Detail of Triaxial Time History Accelerograph, XT-6700, in East Air Intake Structure S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-32

Mounting Detail of Triaxial Peak Accelerograph, XR-6703, on Safety Injection Piping (Line 203)

S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-33

Mounting Detail of Triaxial Peak Accelerograph, XR-6704, on PCCW Piping S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-34

Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 4% Damping S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-35

Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 1% Damping S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-36

Typical Pipe Support Systems S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-37

Alternative to Regulatory Guide 1.61 Damping Values S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(B)-38

Multi-Degree of Freedom System S EABROOK S TATION UPDATED F INAL SAFETY ANALYSIS R EPORT Figure 3.7(N)-1