ML22131A090
| ML22131A090 | |
| Person / Time | |
|---|---|
| Site: | Seabrook  |
| Issue date: | 05/05/2022 |
| From: | NextEra Energy Seabrook |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML22131A110 | List:
|
| References | |
| SBK-L-22042 | |
| Download: ML22131A090 (53) | |
Text
Time History Accelogram (0.25g), Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-1
Time History Accelogram (0.25g), Horizontal Component 2
- SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-2
Time History Accelogram (0.25g), Vertical Component -
SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-3
0.50% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-4
1% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-5
Pressurizer Surge Line Pipe Whip Restraint Protecting Steam Generator Blowdown and Safety Injection Lines -
Containment Zone 45B SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.6(B)-6
5% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-7
7% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-8
10% Critical Damping Ground Response Spectrum, Horizontal Component 1 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-9
0.5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-10
1% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-11
2% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-12
5% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-13
7% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-14
10% Critical Damping Ground Response Spectrum, Horizontal Component 2 - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-15
1% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-16
2% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-17
5% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-18
7% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-19
10% Critical Damping Ground Response Spectrum, Vertical Component - SSE SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-20
Containment Shell - Seismic Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-21
Containment Internals - Mathematical Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-22
Primary Auxiliary Building Seismic Analysis - Mathematical Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-23
Control/Diesel Generator Building Seismic Analysis -
Mathematical Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-24
Fuel Storage Building Seismic Analysis - Mathematical Model SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-25
Amplified Response Spectra - SSE - Containment Shell - 7%
Structural Damping; 2% Equipment Damping [2 Sheets]
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-26 Sh 1 of 2
Amplified Response Spectra - SSE - Containment Shell - 7%
Structural Damping; 2% Equipment Damping [2 Sheets]
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-26 Sh 2 of 2
Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping
[4 Sheets]
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-27 Sh 1 of 4
Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping
[4 Sheets]
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-27 Sh 2 of 4
Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping
[4 Sheets]
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-27 Sh 3 of 4
Amplified Response Spectra - SSE - Primary Auxiliary Building -7% Structural Damping; 2% Equipment Damping
[4 Sheets]
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT 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]
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT 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]
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT 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]
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT 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]
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT 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]
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT 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]
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT 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]
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT 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]
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-28 Sh 8 of 8
Amplified Response Spectra - SSE - Fuel Storage Building -
7% Structural Damping; 2% Equipment Damping [4 Sheets]
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 1 of 4
Amplified Response Spectra - SSE - Fuel Storage Building -
7% Structural Damping; 2% Equipment Damping [4 Sheets]
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 2 of 4
Amplified Response Spectra - SSE - Fuel Storage Building -
7% Structural Damping; 2% Equipment Damping [4 Sheets]
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 3 of 4
Amplified Response Spectra - SSE - Fuel Storage Building -
7% Structural Damping; 2% Equipment Damping [4 Sheets]
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-29 Sh 4 of 4
Typical Ceiling-to-Floor Supported Cable Tray System SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-30
Mathematical Model of Typical Ceiling-to-Floor Supported Cable Tray System SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-31
Mounting Detail of Triaxial Time History Accelerograph, XT-6700, in East Air Intake Structure SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-32
Mounting Detail of Triaxial Peak Accelerograph, XR-6703, on Safety Injection Piping (Line 203)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-33
Mounting Detail of Triaxial Peak Accelerograph, XR-6704, on PCCW Piping SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-34
Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 4% Damping SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-35
Primary Auxiliary Building Amplified Response Spectra (Vertical) OBE, 1% Damping SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-36
Typical Pipe Support Systems SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-37
Alternative to Regulatory Guide 1.61 Damping Values SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(B)-38
Multi-Degree of Freedom System SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 3.7(N)-1