Figure 3-01.ai; Date: 08/01/2014; User: Alex Remar, LCI...File path:...
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File path: S:\1005\051\Figures\Norm\Figures_TR14_06\Figure_3-01.ai; Date: 08/01/2014; User: Alex Remar, LCI SITE CONDITIONS EVALUATION 3-1 Pacific Gas and Electric Company Figure Locations of the Free-Field Ground-Motion Stations at the DCPP Ch11.GEO.DCPP.TR.14.06 R0
Transcript of Figure 3-01.ai; Date: 08/01/2014; User: Alex Remar, LCI...File path:...
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SITE CONDITIONS EVALUATION
3-1Pacific Gas and Electric Company Figure
Locations of the Free-FieldGround-Motion Stations at the DCPP
Ch11.GEO.DCPP.TR.14.06 R0
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SITE CONDITIONS EVALUATION
3-2Pacific Gas and Electric Company Figure
Comparison of the MeanShear-Wave Velocity Profiles
Ch11.GEO.DCPP.TR.14.06 R0
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SITE CONDITIONS EVALUATION
3-3Pacific Gas and Electric Company Figure
Factor to Correct for the Differences in the VS30Values at ESTA27 and ESTA28 Based on the
VS30 Scaling in the NGA-West2 GMPEs
Ch11.GEO.DCPP.TR.14.06 R0
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SITE CONDITIONS EVALUATION
3-4Pacific Gas and Electric Company Figure
Mean Event-Specific Residuals for the DCPPRelative to the ESTA28 Reference Rock Site
Condition with VS30 = 750 m/s
Note: Epistemic uncertainty (5% and 95% confidence levels) is shown by the dashed lines.
Ch11.GEO.DCPP.TR.14.06 R0
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SITE CONDITIONS EVALUATION
3-5Pacific Gas and Electric Company Figure
Site Amplification (760–1200 m/s) Given inRIL 12-01 (from Table 5-7 in NRC, 2012)
Ch11.GEO.DCPP.TR.14.06 R0
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SITE CONDITIONS EVALUATION
3-6Pacific Gas and Electric Company Figure
Comparison of the Velocity Profiles Used to Compute the Amplification from 760 m/s to 1200 m/s Used in the RIL 12-01
(NRC 760 and NRC 1200) with the Updated Site-Specific Velocity Profiles from PGEQ-PR-16 for the Reference
Free-Field Site (ESTA28, VS30 = 750 m/s) and the Power Block Foundation (VS30 = 1260 m/s)
Ch11.GEO.DCPP.TR.14.06 R0
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SITE CONDITIONS EVALUATION
3-7Pacific Gas and Electric Company Figure
Site Amplification (760–1200 m/s)Including the Adjustment for Z1 Differences
Ch11.GEO.DCPP.TR.14.06 R0
