ML20323A156

Rev. 20 to Updated Final Safety Analysis Report, Chapter 3, Figures, Part 2

ML20323A156
Person / Time
Site:	Seabrook
Issue date:	10/22/2020
From:	NextEra Energy Seabrook
To:	Office of Nuclear Reactor Regulation
Shared Package
ML20323A163	List: ML20323A118 ML20323A119 ML20323A120 ML20323A121 ML20323A122 ML20323A123 ML20323A124 ML20323A125 ML20323A126 ML20323A127 ML20323A128 ML20323A130 ML20323A133 ML20323A134 ML20323A137 ML20323A139 ML20323A140 ML20323A141 ML20323A142 ML20323A144 ML20323A145 ML20323A146 ML20323A147 ML20323A148 ML20323A149 ML20323A151 ML20323A152 ML20323A155 ML20323A156 ML20323A157 ML20323A158 ML20323A159 ML20323A160 ML20323A161 ML20323A170 ML20323A171
References
SBK-L-20124
Download: ML20323A156 (53)

Text

SEABROOK STATION Time History Accelogram (0.25g), Horizontal Component 1 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-1

SEABROOK STATION Time History Accelogram (0.25g), Horizontal Component 2

- SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-2

SEABROOK STATION Time History Accelogram (0.25g), Vertical Component -

SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-3

SEABROOK STATION 0.50% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-4

SEABROOK STATION 1% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-5

SEABROOK STATION Pressurizer Surge Line Pipe Whip Restraint Protecting Steam Generator Blowdown and Safety Injection Lines -

UPDATED FINAL SAFETY Containment Zone 45B ANALYSIS REPORT Figure 3.6(B)-6

SEABROOK STATION 5% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-7

SEABROOK STATION 7% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-8

SEABROOK STATION 10% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-9

SEABROOK STATION 0.5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-10

SEABROOK STATION 1% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-11

SEABROOK STATION 2% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-12

SEABROOK STATION 5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-13

SEABROOK STATION 7% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-14

SEABROOK STATION 10% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-15

SEABROOK STATION 1% Critical Damping Ground Response Spectrum, Vertical Component - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-16

SEABROOK STATION 2% Critical Damping Ground Response Spectrum, Vertical Component - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-17

SEABROOK STATION 5% Critical Damping Ground Response Spectrum, Vertical Component - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-18

SEABROOK STATION 7% Critical Damping Ground Response Spectrum, Vertical Component - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-19

SEABROOK STATION 10% Critical Damping Ground Response Spectrum, Vertical Component - SSE UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-20

SEABROOK STATION Containment Shell - Seismic Model UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-21

SEABROOK STATION Containment Internals - Mathematical Model UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-22

SEABROOK STATION Primary Auxiliary Building Seismic Analysis - Mathematical Model UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-23

SEABROOK STATION Control/Diesel Generator Building Seismic Analysis -

Mathematical Model UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-24

SEABROOK STATION Fuel Storage Building Seismic Analysis - Mathematical Model UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-25

SEABROOK STATION Amplified Response Spectra - SSE - Containment Shell - 7%

Structural Damping; 2% Equipment Damping [2 Sheets]

UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-26 Sh 1 of 2

SEABROOK STATION Amplified Response Spectra - SSE - Containment Shell - 7%

Structural Damping; 2% Equipment Damping [2 Sheets]

UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-26 Sh 2 of 2

SEABROOK STATION Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping UPDATED FINAL SAFETY [4 Sheets]

ANALYSIS REPORT Figure 3.7(B)-27 Sh 1 of 4

SEABROOK STATION Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping UPDATED FINAL SAFETY [4 Sheets]

ANALYSIS REPORT Figure 3.7(B)-27 Sh 2 of 4

SEABROOK STATION Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping UPDATED FINAL SAFETY [4 Sheets]

ANALYSIS REPORT Figure 3.7(B)-27 Sh 3 of 4

SEABROOK STATION Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping UPDATED FINAL SAFETY [4 Sheets]

ANALYSIS REPORT Figure 3.7(B)-27 Sh 4 of 4

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

ANALYSIS REPORT Figure 3.7(B)-28 Sh 1 of 8

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

ANALYSIS REPORT Figure 3.7(B)-28 Sh 2 of 8

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

ANALYSIS REPORT Figure 3.7(B)-28 Sh 3 of 8

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

ANALYSIS REPORT Figure 3.7(B)-28 Sh 4 of 8

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

ANALYSIS REPORT Figure 3.7(B)-28 Sh 5 of 8

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

ANALYSIS REPORT Figure 3.7(B)-28 Sh 6 of 8

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

ANALYSIS REPORT Figure 3.7(B)-28 Sh 7 of 8

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

ANALYSIS REPORT Figure 3.7(B)-28 Sh 8 of 8

SEABROOK STATION Amplified Response Spectra - SSE - Fuel Storage Building -

7% Structural Damping; 2% Equipment Damping [4 Sheets]

UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 1 of 4

SEABROOK STATION Amplified Response Spectra - SSE - Fuel Storage Building -

7% Structural Damping; 2% Equipment Damping [4 Sheets]

UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 2 of 4

SEABROOK STATION Amplified Response Spectra - SSE - Fuel Storage Building -

7% Structural Damping; 2% Equipment Damping [4 Sheets]

UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 3 of 4

SEABROOK STATION Amplified Response Spectra - SSE - Fuel Storage Building -

7% Structural Damping; 2% Equipment Damping [4 Sheets]

UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 4 of 4

SEABROOK STATION Typical Ceiling-to-Floor Supported Cable Tray System UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-30

SEABROOK STATION Mathematical Model of Typical Ceiling-to-Floor Supported Cable Tray System UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-31

SEABROOK STATION Mounting Detail of Triaxial Time History Accelerograph, XT-6700, in East Air Intake Structure UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-32

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

UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-33

SEABROOK STATION Mounting Detail of Triaxial Peak Accelerograph, XR-6704, on PCCW Piping UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-34

SEABROOK STATION Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 4% Damping UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-35

SEABROOK STATION Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 1% Damping UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-36

SEABROOK STATION Typical Pipe Support Systems UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-37

SEABROOK STATION Alternative to Regulatory Guide 1.61 Damping Values UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-38

SEABROOK STATION Multi-Degree of Freedom System UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(N)-1