Evaluation of the SRS Seismic Hazard Considering...
Transcript of Evaluation of the SRS Seismic Hazard Considering...
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Evaluation of the SRS Seismic Hazard Considering the
EPRI 2013 Ground Motion Model
Rucker J. Williams, PE – Geotechnical Engineering Lead
Shawn Carey, PhD, PE – Structural Mechanics, Structural Lead
Jay Amin – Structural Mechanics, Principal Engineer
SRNS-TR-2014-00239
Presentation to DOE NPH Workshop October 22, 2014
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Presentation Overview
• Current Engineering Design Criteria
• PSHA Update
• New Information Available
• Proposed Path Forward
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Current SRS Seismic Design Criteria
• Current Engineering Design Criteria – 1997 PSHA Report with 1999 Agreement – New PC-3 Facilities Include a 1.2 Load Factor
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2014 SRS PSHA Update – Horizontal Surface Spectra
• CEUS SSC Model • EPRI 2004/2006 Ground Motion Model
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2014 SRS PSHA Update – Vertical Surface Spectra
• CEUS SSC Model • EPRI 2004/2006 Ground Motion Model
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Comparison of the Current and 2014 Horizontal Surface Spectra
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Comparison of the Current and 2014 Horizontal Surface Spectra
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Comparison of the Current and 2014 Vertical Surface Spectra
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Effect of Higher Frequency Earthquakes on PSHA Results
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• Soil PSHA for Soil Profile 2 • 1×10-2 and 1×10-3 AFEs
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Impacts of the 2014 PSHA Implementation
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• Reevaluation of SSCs
• Liquefaction Analysis
• Several Dozen Facilities – Multiyear Endeavor – Expensive
• Mitigation Actions ?
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EPRI (2004/2006) Ground Motion Model (GMM) Review Project
• Recommended Updated EPRI 2004/2006 – 7 of 13 Developers Recommend Replacing Their GMPES – 3 New GMPEs Developed in the Last Decade – 80% of EQ GM Database for NGA-East occurred after EPRI 2004 – 2004/2006 Model Over Predicts Ground Motions for some M-D and Frequency Ranges
• Suitable for Use in Response to NRC 50.54(f) Letter – Pending Completion of NGA-East
• Reductions in Rock Hazard
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Plant Vogtle and Savannah River Site
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Vogtle Response to NRC 50.54(f) – Rock Hazard
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Vogtle Response to NRC 50.54(f) – Rock Hazard
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Change in the Vogtle Rock Hazard Curve
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• Rock Hazard Reduced 4% to 26% at 4×10-4
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AFE 0.5 Hz 1 Hz 2.5 Hz 5 Hz 10 Hz 25 Hz PGA 4x10-4 -23% -22% -24% -20% -15% -26% -4%
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Change in the Vogtle Soil Hazard Curve
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• Soil Hazard Reduced 17% to 26% at 4×10-4
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AFE 0.5 Hz 1 Hz 2.5 Hz 5 Hz 10 Hz 25 Hz PGA 4x10-4 -23% -24% -22% -21% -17% -26% -18%
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Application of the Vogtle Results to SRS
• Scale 2014 SRS PSHA Results
• Rock Spectra – Consider the Effects of EPRI 2013 (Vogtle)
• Surface Spectra – Consider the Effects of the 1×10-2 and 1×10-3 AFEs
– Consider the Effects of EPRI 2013 (Vogtle)
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SRS Scaled Rock Spectrum
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SRS Scaled Surface Spectra
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Comparison of Scaled Spectra with Current Design Spectra
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Conclusions
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• Scaled Spectra is Approximate to Current SRS Design Requirements
• Load Factor (1.2x) Bounds the Scaled Spectra
• NGA-East GMM
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Acknowledgements
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• Brent Gutierrez – DOE-SR • Jay Amin – SRNS • Shawn Carey – SRNS • Don Moore – Southern Company
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Backup Slides
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Vogtle – SRS Rock UHRS Comparison
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Rock Hazard Comparison
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Rock Hazard Comparison
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Rock Hazard Comparison
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Rock Hazard Comparison
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Rock Hazard Comparison
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Rock Hazard Comparison
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Rock Hazard Comparison
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