ML17310A408

Seabrook Station Revision 18 to Updated Final Safety Analysis Report, Chapter 3, Figures, Part 2

ML17310A408
Person / Time
Site:	Seabrook
Issue date:	10/27/2017
From:	NextEra Energy Seabrook
To:	Office of Nuclear Reactor Regulation
Shared Package
ML17310A361	List: ML17310A369 ML17310A373 ML17310A382 ML17310A390 ML17310A392 ML17310A393 ML17310A395 ML17310A397 ML17310A400 ML17310A402 ML17310A403 ML17310A405 ML17310A406 ML17310A407 ML17310A408 ML17310A409 ML17310A410 ML17310A411 ML17310A412 ML17310A413 ML17310A416 ML17310A417 ML17310A420 ML17310A422 ML17310A423 ML17310A425 ML17310A427 ML17310A429 ML17310A441 ML17310A443 ML17310A446 ML17310A448 ML17310A450 ML17310A473 SBK-L-17157, Revision 153 to Technical Requirements Manual
References
SBK-L-17157
Download: ML17310A408 (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