DCL-14-081, Diablo Canyon Units 1 and 2, Central Coastal California Seismic Imaging Project (Cccsip) Chapter 11, GEO.DCPP.TR.14.06 R0 Figures 08-10-14

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Diablo Canyon Units 1 and 2, Central Coastal California Seismic Imaging Project (Cccsip) Chapter 11, GEO.DCPP.TR.14.06 R0 Figures 08-10-14
ML14260A057
Person / Time
Site: Diablo Canyon  Pacific Gas & Electric icon.png
Issue date: 09/10/2014
From:
Pacific Gas & Electric Co
To:
Office of Nuclear Reactor Regulation
Shared Package
ML14260A106 List: ... further results
References
DCL-14-081
Download: ML14260A057 (7)
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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, LCISITE CONDITIONS EVALUATION 3-1Pacific Gas and Electric Company Figure Locations of the Free-Field Ground-Motion Stations at the DCPP

--1 -#" / l:lOKII I SII'IIT C>IYAAD ;f I .. [TlDADlOCICA l

  • eii[AK WAT UIS 0 400 -1:100 1100 SCAlE IN FEET ORIGINAL INSTRUMENT LOCATIONS VERTICAL SENSO R + BIAX I AL SENSOR SENSOR p PRA R RSR T TRIGGER e NEW CONSOUOATEO SEISMIC MONITORING SYSTEM 'MIAXIAL SENSORS. SENSORS NUMBERED PER STATIO N 10 IN TABLE Z; "B" IHIOCATES BASIC SYST EM.

File path: S:\1005\051\Figures\Norm\Figures_TR14_06\Figure_3-02.ai; Date: 08/01/2014; User: Alex Remar, LCISITE CONDITIONS EVALUATION 3-2Pacific Gas and Electric Company Figure Comparison of the Mean Shear-Wave Velocity Profiles

-Power block foundation (elev. 53ft) -Turbine bldg foundation (elev. 61 ft) -Free-Field ESTA28 -Free-Field ESTA27 0 .... -J \ I "' ., r'll \ 20 I' """' ,_ " I' , "' } II ' 1 i.,oj 40 " .,. I '/ ""' -II \ E ' ' -..c 60 "'1111 Ill.. ' ' , -.... -.._ '\. 1'\. ' a. Q) """ 1\. \. "",..,. 0 ' ' " 80 ' ' *' 1 I "'IIII ... ' ' l\: \ ' 100 '\. '

' \ I\. ' 120 ' 0 200 400 600 800 1000 1200 1400 1600 1800 Shear-wave Velocity (m/s) m File path: S:\1005\051\Figures\Norm\Figures_TR14_06\Figure_3-03.ai; Date: 08/01/2014; User: Alex Remar, LCISITE CONDITIONS EVALUATION 3-3Pacific Gas and Electric Company Figure Factor to Correct for the Differences in the VS30 Values at ESTA27 and ESTA28 Based on the VS30 Scaling in the NGA-West2 GMPEs

-0.05-1--Average Amplification CJ) +-' -----for 570 ms/ to 753 m/s -** c from GMPEs .v-." :::J -0.1 -r-z 1--rr-..._, _J v 1"11 ._ ** ,r II c *-§ -0.15 +-' J rn u -0.2 0.. ,/I E <( "' -0.25 rv I -0.3 ** 1-** -I 0.1 1 10 100 Frequency (Hz)

File path: S:\1005\051\Figures\Norm\Figures_TR14_06\Figure_3-04.ai; Date: 08/01/2014; User: Alex Remar, LCISITE CONDITIONS EVALUATION 3-4Pacific Gas and Electric Company Figure Mean Event-Specific Residuals for the DCPP Relative 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.

File path: S:\1005\051\Figures\Norm\Figures_TR14_06\Figure_3-05.ai; Date: 08/01/2014; User: Alex Remar, LCISITE CONDITIONS EVALUATION 3-5Pacific Gas and Electric Company Figure Site Amplification (760-1200 m/s) Given in RIL 12-01 (from Table 5-7 in NRC, 2012) 1.00 r-1--... -.0.90 "' U) ........ -"" E 0.80 ......-0 '\ 0 !'.... r-/ ,.,.. 0.70 0 -;;; 0.60 -E 0 0.50 c.o t:::.-0.40 c 0 0.30 (.) -'a. 0.20 I RIL 12-01 I I -I E <{ 0.10 0.00 0.1 1 10 100 Frequency (Hz) m File path: S:\1005\051\Figures\Norm\Figures_TR14_06\Figure_3-06.ai; Date: 08/01/2014; User: Alex Remar, LCISITE 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, V S30 = 750 m/s) and the Power Block Foundation (V S30 = 1260 m/s) 0 -:.. , 20 ...... '" /. ;> 40 .... c 60 ' ..... -1 E' -£ 100 a. ' Q) 0 120 ---NRC 760 140 -NRC 1200 Powerblock foundation (elev 53ft) 160 ---+---Free-Field ESTA28 180 200 0 200 400 600 800 1000 1200 1400 1600 1800 VS (m/s) m I File path: S:\1005\051\Figures\Norm\Figures_TR14_06\Figure_3-07.ai; Date: 08/01/2014; User: Alex Remar, LCISITE CONDITIONS EVALUATION 3-7Pacific Gas and Electric Company Figure Site Amplification (760-1200 m/s)

Including the Adjustment for Z 1 Differences

-RIL 12-01 Adjusted for Z1 Differences Smoothed Model 1 10 Frequency (Hz) 100 I

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