Text

To Integrated Final Safety Analysis Report, Chapter 3, Appendix 3KK, Site Specific Seismic Evaluation Report (Part 2)
	ML19003A372
Person / Time
Site:	Turkey Point
Issue date:	12/21/2018
From:	; Florida Power & Light Co
To:	; Office of New Reactors
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ML19003A318	List: L-2018-237, Integrated Final Safety Analysis Report Tier 1, Rev. 0; ML19003A292; ML19003A296; ML19003A298; ML19003A299; ML19003A300; ML19003A301; ML19003A302; ML19003A304; ML19003A306; ML19003A307; ML19003A308; ML19003A309; ML19003A311; ML19003A312; ML19003A313; ML19003A314; ML19003A315; ML19003A317; ML19003A319; ML19003A320; ML19003A321; ML19003A322; ML19003A323; ML19003A324; ML19003A325; ML19003A326; ML19003A327; ML19003A328; ML19003A329; ML19003A330; ML19003A331; ML19003A332; ML19003A333; ML19003A334; ML19003A335; ML19003A336; ML19003A337; ML19003A338; ML19003A339; ML19003A340; ML19003A341; ML19003A342; ML19003A344; ML19003A345; ML19003A347; ML19003A348; ML19003A349; ML19003A350; ML19003A351; ... further results
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	L-2018-237
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Westinghouse Non-Proprietary Class 3 Appendix B TPNP 30 BE 551 Analysis Transfer Functions - NI Key Nodes The interpolation function for the Nl20r model was manually checked to ensure the proper initiation point for the transfer functions. The TPNP 30 BE SSI analysis un-interpolated and interpolated transfer functions for the NI six key locations, defined in Table 3.4-1, are shown in Figures B-1 through B-18.

TPG-1000-S2R-807 Page 133 of231 Rev.4

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Westinghouse Non-Proprietary Class 3 Appendix C TPNP 30 LB 551 Analysis Transfer Functions - NI Key Nodes The interpolation function for the Nl20r model was manually checked to ensure the correct starting point for the transfer functions. The TPNP 30 LB SSI analysis un-interpolated and interpolated transfer functions for the NI six key locations, defined in Table 3.4-1, are shown in Figures C-1 through C-18.

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Westinghouse Non-Proprietary Class 3 Appendix D TPNP 30 UB 551 Analysis Transfer Functions - NI Key Nodes The interpolation function for the Nl20r model was manually checked to ensure the correct starting point for the transfer functions. The TPNP 30 UB SSI analysis un-interpolated and interpolated transfer functions for the NI six key locations, defined in Table 3.4-1, are shown in Figures D-1 through D-18.
TPG-1000-S2R-807 Page 153 of231 Rev.4
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Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 163 of 231 Rev. 4 Appendix E Turkey Point Units 6 & 7 - Updated Site Characterization Sensitivity Assessment of Nuclear Island SSI Analysis E.1 Background and Purpose In 2013, a supplemental site subsurface investigation was performed at the Turkey Point Units 6 & 7 site as described in FSAR Subsection 2.5.4 (Reference 7). The additional site characterization data was used to update the site profile (S-wave velocity, layer thickness, and unit weight), as well as the nonlinear curves (G/Gmax and damping ratio). Bechtel evaluated the sensitivity of the updated site properties on the GMRS, FIRS, and SSI properties on both near NI and FAR profiles (Reference 12), and provided updated SSI BE soil/rock properties for further seismic SSI sensitivity analysis described this appendix for the NI. Reiterating, Bechtel concluded the following (Reference 12):
1. The RG 1.60 spectrum with a peak ground acceleration (PGA) of 0.1 g envelopes the sensitivity NI FIRS (see Figure 2.1-17). Thus, the previously established SSE is still valid, which was partially based on the RG 1.60 spectrum with a PGA of 0.1 g; and
2. The approximate sensitivity GMRS (developed in Appendix 3 of Reference 12 using the updated site characteristics) is slightly higher than the initial GMRS (computed in Reference 1). At a frequency of 100 HZ, the sensitivity horizontal GMRS increased from 0.058 g to 0.062 g (a ratio of 1.07); with a maximum ground-motion change from 0.0635 g to 0.0698 g (a ratio of 1.10) at a frequency of 45 Hz. The ratio of these differences may indicate a significant change due to the updated site properties; however the ground-motion difference of 0.004 g at a frequency of 100 Hz, and 0.006 g at a frequency of 45 Hz is well within the confidence bounds of probabilistic seismic hazard analysis (PSHA) and seismic site response. Furthermore, the GMRS developed for the initial and updated site properties both characterize Turkey Point Units 6 & 7 site as a site with low seismic hazard.
The purpose of Appendix E is to summarize the updated seismic input, 3D SASSI SSI sensitivity analysis, which uses the Section 4.1 embedded model and Section 5.1 SSI analysis techniques, and incorporates the updated (Reference 12) BE properties for the 19-foot thick, lean concrete fill, grouted rock zone, and rock profile. The NI SSI sensitivity analyses also include incorporating the previous FIRS and the corresponding foundation level time histories presented in Sections 2.1 and 3.5, respectively. Further, References 12 and 13 confirm that the RG 1.60 envelop spectra and time histories are applicable to these sensitivity analyses, which meet the minimum 0.1g outcrop SSE requirements of Appendix S of 10 CFR Part 50.
The Section 4.1 3D, 41.5-foot embedded FEM was used to perform SSI sensitivity analyses, which follow the same methodology used previously in Section 5.1; however, updated BE soil/rock, lean concrete and grouted rock properties provided in Reference 12 were incorporated where appropriate into the SASSI2000 SITE and HOUSE files. SSI analyses are performed to calculate the updated in-structure FRS at the six (6) key NI locations shown in Table E.1-7, which are compared to assess the validity of the more rigorously derived Reference 1 SSI seismic input and complete Reference 11 design-basis SSI analyses results.
Specifics pertaining to the model input are described above in various sub-sections of Section 4.0.
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 164 of 231 Rev. 4 The 3D SSI analyses were performed using the computer code SASSI2000 (Reference 5) specifically modules SITE, POINT, HOUSE, ANALYS. ACS SASSI (Reference 6) was used specifically for the MOTION module. All 3D SASSI SSI analyses performed and described in this report have utilized the SASSI Direct Method for computing in-structure response spectra.
E.1.1 TPNP Updated Best Estimate Profile SSI analyses are performed utilizing the updated TPNP site characterization data and include both the initial and updated strain compatible BE soil/rock, grouted rock and lean concrete fill properties developed by Bechtel in Reference 12. The initial (Reference 1) and updated (Reference 12) BE NI and FAR layer thickness, unit weight, shear wave velocity (Vs),
compression wave velocity (Vp) and damping values, from the ground surface to the simulated half-space at a depth of about 600 feet are presented in Tables E.1-1 to E.1-6. Figures E.1-1 through E.1-6 graphically present the TPNP Vs, Vp and damping profiles over the approximately 600-foot depth. Based on the site response sensitivity analysis, Reference 12 recommends using the updated properties; however, the NI materials (first 8 layers in Table E.1--2) and FAR materials (first 6 layers in Table E.1-4) were replaced with the first 8 and 6 layers of Reference 1 materials from Tables E.1-1 and E.1-3, respectively. Updated BE concrete properties from Table E.1-2 were used as well as an increased density of 155 pcf for the grouted rock zone between El. -35 to -60 feet (depth range 60.5 to 85.5 feet).
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 165 of 231 Rev. 4 Table E.1-1. Best-Estimate NI SSI Profile from 25409-000-K0C-0000-00066 - Reference 1 Layer No.
Thickness
[ft]
Unit Weight
[kcf]
S-Wave Vel.
[ft/sec]
P-Wave Vel.
[ft/sec]
Damping
[%]
1 5.00 0.130 610.4 1142.0 2.72 2
5.00 0.130 715.7 1339.0 3.83 3
5.00 0.130 756.7 1415.7 4.59 4
5.00 0.130 756.6 1415.5 5.21 5
5.00 0.130 761.9 1425.3 5.74 6
5.50 0.130 728.5 3714.7 6.42 7
6.00 0.130 721.1 3676.9 6.83 8
5.00 0.130 726.7 3705.4 7.10 9
6.33 0.150 5518.5 8600.0 1.05 10 6.33 0.150 5518.5 8600.0 1.05 11 6.33 0.150 5518.5 8600.0 1.05 12 6.00 0.136 5674.2 8842.7 0.99 13 10.00 0.136 5781.3 10815.9 0.99 14 10.00 0.136 5449.9 10015.8 0.99 15 10.00 0.136 4858.1 9006.7 0.99 16 10.00 0.136 4768.7 9622.9 0.99 17 10.00 0.136 4712.1 9446.3 0.99 18 10.00 0.136 4670.9 9223.8 0.99 19 10.00 0.136 4559.3 9080.0 0.99 20 10.00 0.136 1847.0 5000.0 0.99 21 10.00 0.120 1469.6 5000.0 1.89 22 10.00 0.120 1531.8 6388.5 1.82 23 10.00 0.120 1532.4 5079.2 1.84 24 10.00 0.120 1596.1 6309.2 1.70 25 10.00 0.120 1606.9 5860.8 1.69 26 10.00 0.120 1622.1 5640.3 1.67 27 10.00 0.120 1626.0 5819.6 1.68 28 10.00 0.120 1647.0 5981.3 1.67 29 10.00 0.120 1734.7 6059.5 1.57 30 10.00 0.120 1941.1 6303.2 1.38 31 10.00 0.120 1958.5 5563.6 1.37 32 10.00 0.120 1886.2 5085.9 1.43 33 10.00 0.120 1839.0 5698.6 1.48 34 10.00 0.120 1754.1 5082.1 1.57 35 10.00 0.120 1679.1 5410.9 1.65 36 10.00 0.120 1675.0 5880.4 1.66 37 10.00 0.120 1608.9 5533.7 1.75 38 10.00 0.120 1558.7 5021.6 1.82 39 10.00 0.120 1554.7 5327.5 1.82 40 10.00 0.120 1518.3 5163.6 1.89 41 10.00 0.120 1445.0 5000.0 2.02 42 10.00 0.120 1440.3 5650.4 2.03 43 10.00 0.120 1439.7 5745.5 2.03
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 166 of 231 Rev. 4 Table E.1-1. Best-Estimate NI SSI Profile from 25409-000-K0C-0000-00066 - Reference 1 (cont.)
Layer No.
Thickness
[ft]
Unit Weight
[kcf]
S-Wave Vel.
[ft/sec]
P-Wave Vel.
[ft/sec]
Damping
[%]
44 10.00 0.120 1438.1 5682.1 2.04 45 10.00 0.120 1437.8 5615.5 2.04 46 10.00 0.120 1424.5 5629.8 2.07 47 10.00 0.120 1416.2 5707.3 2.09 48 10.00 0.120 1407.5 5360.2 2.12 49 10.00 0.120 1398.7 5599.0 2.14 50 10.00 0.120 1394.9 5438.2 2.16 51 10.00 0.120 1395.3 5586.8 2.18 52 10.00 0.120 1390.5 5588.1 2.19 53 10.00 0.120 1389.8 5582.4 2.21 54 10.00 0.130 3911.1 15710.3 0.79 55 10.00 0.130 3910.9 15709.5 0.80 56 10.00 0.130 3910.6 8543.3 0.81 57 10.00 0.130 3910.1 7713.9 0.82 58 10.00 0.130 3897.2 7895.1 0.83 59 10.00 0.130 3886.0 7881.0 0.85 60 10.00 0.130 3866.8 8006.0 0.85 61 10.00 0.130 3839.6 8011.6 0.86 62 10.00 0.130 3789.4 7637.4 0.87 63 10.00 0.130 3778.8 7913.5 0.89 64 10.00 0.130 3568.7 7860.7 0.93 65 10.00 0.130 3407.3 7719.2 0.97 66 10.00 0.130 3151.4 7436.6 1.04 67 10.00 0.130 3158.5 7682.8 1.04 68 10.00 0.130 3189.4 7486.7 1.03 69 10.00 0.130 3381.8 7493.4 1.00 70 10.00 0.130 3529.0 7346.1 0.96 71 64.00 0.130 4308.0 8967.7 0.29 72 100.00 0.130 4304.4 8960.4 0.29 73 200.00 0.130 4483.1 9105.3 0.29 74 200.00 0.130 4895.2 9514.6 0.29 75 200.00 0.130 5131.4 9600.0 0.29 76 200.00 0.130 5375.9 10057.4 0.29 77 200.00 0.130 5640.4 10552.3 0.29 78 200.00 0.130 5665.1 10598.5 0.29 79 200.00 0.130 6496.8 12154.4 0.29 80 200.00 0.130 6705.9 12545.6 0.29 81 200.00 0.130 6771.8 12668.9 0.29 82 200.00 0.130 6771.8 12668.9 0.29 83 200.00 0.130 6779.1 12682.6 0.29 84 200.00 0.130 6717.1 12566.6 0.29 85 200.00 0.130 6724.7 12580.8 0.29 86 200.00 0.130 6724.7 12580.8 0.29 87 200.00 0.130 6756.6 12640.4 0.29 88 200.00 0.130 8996.6 16831.0 0.29
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 167 of 231 Rev. 4 Table E.1-1. Best-Estimate NI SSI Profile from 25409-000-K0C-0000-00066 - Reference 1 (cont.)
Layer No.
Thickness
[ft]
Unit Weight
[kcf]
S-Wave Vel.
[ft/sec]
P-Wave Vel.
[ft/sec]
Damping
[%]
89 200.00 0.130 9050.7 16932.3 0.29 90 200.00 0.130 9132.9 17086.1 0.29 91 200.00 0.130 9113.1 17049.0 0.29 92 200.00 0.130 8800.1 16463.4 0.29 93 200.00 0.130 8750.5 16370.7 0.29 94 200.00 0.130 8444.8 15798.7 0.29 95 200.00 0.130 8119.4 15190.0 0.29 96 200.00 0.130 8034.9 15032.0 0.29 97 200.00 0.130 7967.0 14904.9 0.29 98 200.00 0.130 7755.8 14509.8 0.29 99 200.00 0.130 7761.2 14519.8 0.29 100 200.00 0.130 7676.3 14361.0 0.29 101 200.00 0.130 7678.0 14364.3 0.29 102 200.00 0.130 7673.1 14355.0 0.29 103 200.00 0.130 7616.5 14249.2 0.29 104 200.00 0.130 7601.7 14221.5 0.29 105 200.00 0.130 7755.0 14508.2 0.29 106 200.00 0.130 7827.7 14644.2 0.29 107 200.00 0.130 7812.5 14615.9 0.29 108 200.00 0.130 7823.1 14635.6 0.29 109 200.00 0.130 7953.1 14878.8 0.27 110 200.00 0.130 7953.1 14878.8 0.27 111 200.00 0.130 7967.0 14904.9 0.27 112 200.00 0.130 8059.6 15078.2 0.26 113 200.00 0.130 8276.7 15484.3 0.25 114 200.00 0.130 8394.8 15705.3 0.26 115 200.00 0.130 8499.1 15900.4 0.25 116 200.00 0.130 8499.1 15900.4 0.25 117 200.00 0.130 8632.8 16150.6 0.24 118 200.00 0.130 8683.6 16245.5 0.24 119 200.00 0.130 8629.9 16145.1 0.24 120 200.00 0.130 8655.0 16191.9 0.25 121 200.00 0.130 8684.4 16247.0 0.25 122 200.00 0.130 8749.0 16367.9 0.25 123 200.00 0.130 8749.0 16367.9 0.25 124 200.00 0.130 8760.9 16390.2 0.25 125 200.00 0.130 8726.0 16324.9 0.22 126 0.170 9200.0 17211.6 1.00 Note: % = percent; ft. = feet; ft/sec = feet per second; kcf = kips per cubic foot; SSI = soil structure interaction
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 168 of 231 Rev. 4 Table E.1-2. Best-Estimate NI SSI Properties for the Updated Profile - Reference 12 The strain compatible properties are struck through to indicate that they are not recommended for use.
Layer No.
Thickness
[ft]
Unit Weight
[kcf]
S-Wave Vel.
[ft/sec]
P-Wave Vel.
[ft/sec]
Damping
[%]
1 5
0.130 519.0 971.0 3.17 2
5 0.130 607.3 1136.1 4.47 3
5 0.130 633.0 1184.2 5.57 4
5 0.130 649.7 1215.4 6.32 5
5 0.130 665.4 1244.8 6.73 6
5.2 0.130 667.5 3403.7 7.13 7
6.3 0.130 682.6 3480.7 7.35 8
5 0.130 684.7 3491.5 7.60 9
9 0.150 5000.0 7791.9 1.00 10 10 0.150 5000.0 7791.9 1.00 11 6
0.137 5554.5 10724.8 1.00 12 8.4 0.137 6860.2 12666.1 0.80 13 1.6 0.137 6847.9 12643.4 0.80 14 10 0.137 5715.6 10802.1 0.80 15 10 0.137 4676.9 9604.0 0.80 16 10 0.137 4462.0 9231.9 0.83 17 10 0.137 4541.8 9127.3 0.80 18 10 0.137 4241.7 8621.6 0.83 19 10 0.137 4428.3 8541.7 0.80 20 4.4 0.137 2521.5 6682.9 1.03 21 5.6 0.119 2538.1 6726.9 0.82 22 10 0.119 1117.0 5000.0 1.58 23 10 0.119 1667.5 5572.4 1.09 24 10 0.119 1271.1 5019.5 1.39 25 10 0.119 1419.8 5357.3 1.23 26 6.6 0.119 1601.7 5541.7 1.10 27 3.4 0.117 1596.1 5522.4 1.10 28 10 0.117 1524.6 5469.3 1.20 29 10 0.117 1507.9 5449.6 1.20 30 10 0.117 1558.6 5505.5 1.16 31 10 0.117 1702.9 5581.4 1.10 32 6.8 0.117 2089.8 6108.1 0.93 33 3.2 0.121 2090.4 6110.0 0.93 34 10 0.121 2333.6 6414.5 0.87 35 10 0.121 1988.7 5955.9 0.96 36 10 0.121 1988.5 5941.1 0.96 37 10 0.121 1812.2 5807.8 1.00 38 10 0.121 1576.2 5610.5 1.16 39 10 0.121 1635.8 5639.9 1.10 40 10 0.121 1754.7 5752.9 1.06
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 169 of 231 Rev. 4 Table E.1-2. Best-Estimate NI SSI Properties for the Updated Profile - Reference 12 (cont.)
Layer No.
Thickness
[ft]
Unit Weight
[kcf]
S-Wave Vel.
[ft/sec]
P-Wave Vel.
[ft/sec]
Damping
[%]
41 10 0.121 1702.9 5770.6 1.10 42 10 0.121 1655.5 5655.7 1.10 43 10 0.121 1537.7 5500.6 1.20 44 10 0.121 1375.0 5528.3 1.33 45 10 0.121 1366.1 5382.2 1.33 46 10 0.121 1348.3 5450.3 1.33 47 10 0.121 1414.4 5517.1 1.30 48 10 0.121 1408.6 5506.8 1.30 49 10 0.121 1359.4 5447.9 1.33 50 10 0.121 1413.7 5481.1 1.33 51 10 0.121 1358.2 5422.1 1.33 52 10 0.121 1367.6 5376.9 1.33 53 10 0.121 1377.6 5441.6 1.33 54 10 0.121 1389.7 5464.9 1.33 55 10 0.121 1379.7 5430.1 1.36 56 10 0.121 1369.2 5284.9 1.39 57 3.8 0.121 3985.4 8755.7 0.70 58 6.2 0.129 3993.8 8774.2 0.70 59 10 0.129 3993.4 8773.4 0.70 60 10 0.129 4214.3 8415.3 0.70 61 10 0.129 3779.1 7657.4 0.73 62 10 0.129 3923.9 7963.1 0.73 63 10 0.129 3887.4 8056.2 0.73 64 10 0.129 3921.9 8197.4 0.73 65 10 0.129 3814.6 7772.5 0.73 66 10 0.129 3887.5 8007.2 0.73 67 10 0.129 3544.3 7748.2 0.77 68 10 0.129 3415.5 7685.4 0.77 69 10 0.129 3011.5 7131.8 0.83 70 10 0.129 3031.3 7264.3 0.83 71 10 0.129 3084.8 7348.5 0.83 72 10 0.129 3633.8 8119.1 0.77 73 10 0.129 3289.1 7747.8 0.83 74 64 0.130 4027.0 8382.9 0.30 75 100 0.130 4071.0 8474.5 0.30 76 200 0.130 4356.0 8847.1 0.30 77 200 0.130 4878.0 9481.1 0.30 78 200 0.130 5080.0 9503.8 0.30 79 200 0.130 5396.0 10095.0 0.30 80 200 0.130 5700.0 10663.7 0.30 81 200 0.130 5700.0 10663.7 0.30 82 200 0.130 6500.0 12160.4 0.30 83 200 0.130 6769.0 12663.6 0.30 84 200 0.130 6900.0 12908.7 0.30 85 200 0.130 6950.0 13002.3 0.30
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 170 of 231 Rev. 4 Table E.1-2. Best-Estimate NI SSI Properties for the Updated Profile - Reference 12 (cont.)
Layer No.
Thickness
[ft]
Unit Weight
[kcf]
S-Wave Vel.
[ft/sec]
P-Wave Vel.
[ft/sec]
Damping
[%]
86 200 0.130 6800.0 12721.6 0.30 87 200 0.130 6450.0 12066.8 0.30 88 200 0.130 6400.0 11973.3 0.30 89 200 0.130 6403.0 11978.9 0.30 90 200 0.130 6518.0 12194.1 0.30 91 200 0.130 8397.0 15709.3 0.30 92 200 0.130 8821.0 16502.6 0.30 93 200 0.130 9273.0 17348.2 0.30 94 200 0.130 9834.0 18397.7 0.30 95 200 0.130 9152.0 17121.8 0.30 96 200 0.130 8995.0 16828.1 0.30 97 200 0.130 8670.0 16220.1 0.30 98 200 0.130 8229.0 15395.1 0.30 99 200 0.130 7993.0 14953.5 0.30 100 200 0.130 7908.0 14794.5 0.30 101 200 0.130 7607.0 14231.4 0.30 102 200 0.130 7511.0 14051.8 0.30 103 200 0.130 7340.0 13731.9 0.30 104 200 0.130 7222.0 13511.1 0.30 105 200 0.130 7207.0 13483.1 0.30 106 200 0.130 7063.0 13213.7 0.30 107 200 0.130 7118.0 13316.6 0.30 108 200 0.130 7584.0 14188.4 0.30 109 200 0.130 7787.0 14568.1 0.30 110 200 0.130 7822.0 14633.6 0.30 111 200 0.130 7741.0 14482.1 0.30 112 200 0.130 8256.0 15445.6 0.30 113 200 0.130 8219.0 15376.3 0.30 114 200 0.130 8120.0 15191.1 0.30 115 200 0.130 8388.0 15692.5 0.30 116 200 0.130 8905.0 16659.7 0.30 117 200 0.130 9265.0 17333.2 0.30 118 200 0.130 9073.0 16974.0 0.30 119 200 0.130 9227.0 17262.1 0.30 120 200 0.130 9629.0 18014.2 0.30 121 200 0.130 9938.0 18592.3 0.30 122 200 0.130 9652.0 18057.2 0.30 123 200 0.130 8777.0 16420.3 0.30 124 200 0.130 8955.0 16753.3 0.30 125 0.170 9200.0 17211.6 1.00 Note: % = percent; ft. = feet; ft/sec = feet per second; kcf = kips per cubic foot; SSI = soil structure interaction
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 171 of 231 Rev. 4 Table E.1-3. Best-Estimate FAR SSI profile from 25409-000-K0C-0000-00066 - Reference 1 Layer No.
Thickness
[ft]
Unit Weight
[kcf]
S-Wave Vel.
[ft/sec]
P-Wave Vel.
[ft/sec]
Damping
[%]
1 5.0 0.130 729.1 1364.0 2.40 2
5.0 0.130 802.4 1501.1 3.46 3
5.0 0.130 775.4 1450.7 4.45 4
5.0 0.130 769.2 1439.1 5.16 5
5.0 0.130 735.1 1375.2 5.90 6
5.5 0.130 718.8 3665.2 6.48 7
6.0 0.125 2680.5 7458.3 0.62 8
5.0 0.125 4735.1 10085.5 0.62 9
5.0 0.125 4735.1 10085.5 0.62 10 10.0 0.125 5053.1 9998.6 0.62 11 4.0 0.136 5658.6 10552.7 0.95 12 6.0 0.136 5680.4 10593.4 0.95 13 10.0 0.136 5728.9 10528.6 0.95 14 10.0 0.136 5426.4 10060.1 0.95 15 10.0 0.136 4784.2 9654.2 0.95 16 10.0 0.136 4762.5 9547.3 0.95 17 10.0 0.136 4704.8 9290.7 0.95 18 10.0 0.136 4633.9 9228.5 0.95 19 10.0 0.136 4613.8 8919.6 0.95 20 10.0 0.136 1681.1 5000.0 0.95 21 10.0 0.120 1325.7 5529.0 2.07 22 10.0 0.120 1461.8 5000.0 1.85 23 10.0 0.120 1460.0 5771.2 1.86 24 10.0 0.120 1550.5 5655.0 1.83 25 10.0 0.120 1555.3 5408.0 1.83 26 10.0 0.120 1585.5 5674.8 1.79 27 10.0 0.120 1592.6 5783.7 1.79 28 10.0 0.120 1627.3 5684.2 1.74 29 10.0 0.120 1690.4 5489.3 1.67 30 10.0 0.120 1932.9 5490.7 1.42 31 10.0 0.120 1934.3 5215.4 1.42 32 10.0 0.120 1876.8 5815.8 1.47 33 10.0 0.120 1810.8 5246.1 1.54 34 10.0 0.120 1783.9 5748.3 1.57 35 10.0 0.120 1712.5 6012.2 1.67 36 10.0 0.120 1701.6 5852.2 1.69 37 10.0 0.120 1629.9 5250.9 1.80 38 10.0 0.120 1611.5 5522.2 1.83 39 10.0 0.120 1611.3 5480.1 1.83 40 10.0 0.120 1575.2 5436.3 1.90 41 10.0 0.120 1493.4 5858.7 2.03 42 10.0 0.120 1458.8 5821.9 2.10 43 10.0 0.120 1439.1 5685.9 2.13
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 172 of 231 Rev. 4 Table E.1-3. Best-Estimate FAR SSI profile from 25409-000-K0C-0000-00066 - Reference 1 (cont.)
Layer No.
Thickness
[ft]
Unit Weight
[kcf]
S-Wave Vel.
[ft/sec]
P-Wave Vel.
[ft/sec]
Damping
[%]
44 10.0 0.120 1433.2 5597.5 2.14 45 10.0 0.120 1432.9 5663.1 2.15 46 10.0 0.120 1417.6 5712.8 2.19 47 10.0 0.120 1407.9 5361.7 2.21 48 10.0 0.120 1404.4 5621.5 2.23 49 10.0 0.120 1406.9 5485.2 2.23 50 10.0 0.120 1420.1 5685.9 2.23 51 10.0 0.120 1415.2 5687.4 2.25 52 10.0 0.120 1412.2 5672.7 2.28 53 10.0 0.120 1411.4 5669.4 2.29 54 10.0 0.130 3911.9 15713.4 0.85 55 10.0 0.130 3911.7 8545.8 0.85 56 10.0 0.130 3911.3 7716.3 0.85 57 10.0 0.130 3910.7 7922.5 0.86 58 10.0 0.130 3845.3 7798.5 0.88 59 10.0 0.130 3829.2 7928.1 0.89 60 10.0 0.130 3826.2 7983.7 0.90 61 10.0 0.130 3747.4 7552.8 0.92 62 10.0 0.130 3746.0 7844.7 0.92 63 10.0 0.130 3488.1 7683.3 0.99 64 10.0 0.130 3369.4 7633.4 1.02 65 10.0 0.130 3240.5 7646.8 1.05 66 10.0 0.130 3225.9 7846.8 1.07 67 10.0 0.130 3272.2 7681.1 1.06 68 10.0 0.130 3484.3 7720.5 1.02 69 10.0 0.130 3608.3 8500.0 1.00 70 64.0 0.130 4184.5 8710.7 0.30 71 100.0 0.130 4225.7 8796.6 0.30 72 200.0 0.130 4448.1 9034.0 0.30 73 200.0 0.130 5043.4 9802.5 0.30 74 200.0 0.130 5282.7 9883.1 0.30 75 200.0 0.130 5498.6 10287.0 0.30 76 200.0 0.130 5670.7 10609.0 0.30 77 200.0 0.130 5670.7 10609.0 0.30 78 200.0 0.130 6325.5 11833.9 0.30 79 200.0 0.130 6469.4 12103.1 0.30 80 200.0 0.130 6530.7 12217.8 0.30 81 200.0 0.130 6533.4 12222.8 0.30 82 200.0 0.130 6619.6 12384.2 0.30 83 200.0 0.130 6581.8 12313.5 0.30 84 200.0 0.130 6575.4 12301.5 0.30 85 200.0 0.130 6575.4 12301.5 0.30 86 200.0 0.130 6637.5 12417.6 0.30 87 200.0 0.130 8875.7 16605.0 0.30 88 200.0 0.130 8974.3 16789.3 0.30
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 173 of 231 Rev. 4 Table E.1-3. Best-Estimate FAR SSI profile from 25409-000-K0C-0000-00066 - Reference 1 (cont.)
Layer No.
Thickness
[ft]
Unit Weight
[kcf]
S-Wave Vel.
[ft/sec]
P-Wave Vel.
[ft/sec]
Damping
[%]
89 200.0 0.130 9070.2 16968.7 0.30 90 200.0 0.130 9037.4 16907.5 0.30 91 200.0 0.130 8822.5 16505.4 0.30 92 200.0 0.130 8696.8 16270.1 0.30 93 200.0 0.130 8373.1 15664.7 0.30 94 200.0 0.130 8043.4 15047.7 0.30 95 200.0 0.130 7829.9 14648.3 0.30 96 200.0 0.130 7767.4 14531.6 0.30 97 200.0 0.130 7501.9 14034.8 0.30 98 200.0 0.130 7457.2 13951.2 0.30 99 200.0 0.130 7395.1 13835.0 0.30 100 200.0 0.130 7408.1 13859.4 0.30 101 200.0 0.130 7408.1 13859.4 0.30 102 200.0 0.130 7414.9 13872.0 0.30 103 200.0 0.130 7384.3 13814.7 0.30 104 200.0 0.130 7509.0 14048.1 0.30 105 200.0 0.130 7600.5 14219.2 0.30 106 200.0 0.130 7615.6 14247.5 0.30 107 200.0 0.130 7736.9 14474.4 0.30 108 200.0 0.130 7924.8 14825.9 0.30 109 200.0 0.130 7924.8 14825.9 0.30 110 200.0 0.130 7968.8 14908.3 0.30 111 200.0 0.130 8046.5 15053.6 0.29 112 200.0 0.130 8237.9 15411.7 0.28 113 200.0 0.130 8304.3 15536.0 0.27 114 200.0 0.130 8470.7 15847.2 0.28 115 200.0 0.130 8470.7 15847.2 0.28 116 200.0 0.130 8642.6 16168.8 0.30 117 200.0 0.130 8659.8 16201.0 0.31 118 200.0 0.130 8684.6 16247.4 0.31 119 200.0 0.130 8651.9 16186.2 0.30 120 200.0 0.130 8658.5 16198.6 0.30 121 200.0 0.130 8611.3 16110.3 0.30 122 200.0 0.130 8617.2 16121.3 0.29 123 200.0 0.130 8624.9 16135.7 0.29 124 200.0 0.130 8558.5 16011.5 0.29 125 82.0 0.130 8558.5 16011.5 0.29 126 0.170 9200.0 17211.6 1.00 Note: % = percent; ft. = feet; ft/sec = feet per second; kcf = kips per cubic foot; SSI = soil structure interaction
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 174 of 231 Rev. 4 Table E.1-4. Best-Estimate FAR SSI Properties for the Updated Profile - Reference 12 The strain compatible properties are struck through to indicate that they are not recommended for use.
Layer No.
Thickness
[ft]
Unit Weight
[kcf]
S-Wave Vel.
[ft/sec]
P-Wave Vel.
[ft/sec]
Damping
[%]
1 5
0.130 525.9 983.9 3.00 2
5 0.130 618.6 1157.3 4.18 3
5 0.130 650.8 1217.6 5.00 4
5 0.130 672.8 1258.7 5.60 5
5 0.130 693.5 1297.5 6.05 6
5.2 0.130 702.2 3580.3 6.37 7
6.3 0.125 2258.2 5273.4 0.60 8
5 0.125 3551.2 7526.9 0.60 9
5 0.125 3551.2 7526.9 0.60 10 5.9 0.125 4660.9 9298.6 0.60 11 4.1 0.137 4653.8 9284.5 0.80 12 4
0.137 5547.1 10710.4 0.80 13 6
0.137 5546.5 10709.3 0.80 14 8.4 0.137 6860.5 12666.7 0.80 15 1.6 0.137 6848.5 12644.6 0.80 16 10 0.137 5716.4 10803.5 0.80 17 10 0.137 4677.4 9605.0 0.80 18 10 0.137 4462.4 9232.7 0.83 19 10 0.137 4542.2 9128.1 0.80 20 10 0.137 4242.1 8622.5 0.83 21 10 0.137 4428.7 8542.4 0.80 22 4.4 0.137 2521.5 6683.0 1.03 23 5.6 0.119 2537.6 6725.7 0.82 24 10 0.119 1117.5 5000.0 1.55 25 10 0.119 1667.1 5570.7 1.11 26 10 0.119 1271.2 5020.1 1.39 27 10 0.119 1420.1 5358.0 1.23 28 6.6 0.119 1602.0 5542.8 1.10 29 3.4 0.117 1596.4 5523.2 1.10 30 10 0.117 1524.9 5470.3 1.20 31 10 0.117 1508.2 5451.0 1.20 32 10 0.117 1559.2 5507.4 1.13 33 10 0.117 1703.8 5584.2 1.10 34 6.8 0.117 2090.3 6109.6 0.93 35 3.2 0.121 2091.0 6111.7 0.93 36 10 0.121 2334.3 6416.4 0.87 37 10 0.121 1989.4 5957.9 0.96 38 10 0.121 1989.2 5943.0 0.93 39 10 0.121 1812.9 5810.0 1.00 40 10 0.121 1577.0 5613.3 1.13
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 175 of 231 Rev. 4 Table E.1-4. Best-Estimate FAR SSI Properties for the Updated Profile - Reference 1 (cont.)
Layer No.
Thickness
[ft]
Unit Weight
[kcf]
S-Wave Vel.
[ft/sec]
P-Wave Vel.
[ft/sec]
Damping
[%]
41 10 0.121 1636.6 5642.8 1.10 42 10 0.121 1755.4 5755.4 1.03 43 10 0.121 1703.7 5773.3 1.10 44 10 0.121 1656.6 5659.5 1.10 45 10 0.121 1538.8 5504.7 1.20 46 10 0.121 1376.3 5533.2 1.33 47 10 0.121 1367.5 5387.6 1.33 48 10 0.121 1349.8 5456.4 1.33 49 10 0.121 1415.8 5522.7 1.23 50 10 0.121 1409.9 5511.8 1.30 51 10 0.121 1360.6 5452.4 1.33 52 10 0.121 1414.5 5484.2 1.29 53 10 0.121 1359.0 5425.2 1.33 54 10 0.121 1368.1 5379.0 1.33 55 10 0.121 1377.9 5442.8 1.33 56 10 0.121 1389.8 5465.4 1.33 57 10 0.121 1379.9 5431.0 1.39 58 10 0.121 1369.4 5285.7 1.39 59 3.8 0.121 3985.5 8755.9 0.70 60 6.2 0.129 3993.8 8774.4 0.70 61 10 0.129 3993.6 8773.7 0.70 62 10 0.129 4214.5 8415.6 0.70 63 10 0.129 3779.3 7657.9 0.73 64 10 0.129 3924.3 7963.8 0.73 65 10 0.129 3887.8 8057.0 0.73 66 10 0.129 3922.4 8198.3 0.73 67 10 0.129 3815.2 7773.7 0.73 68 10 0.129 3888.2 8008.5 0.73 69 10 0.129 3544.9 7749.5 0.77 70 10 0.129 3416.2 7687.0 0.77 71 10 0.129 3012.3 7133.8 0.83 72 10 0.129 3032.1 7266.2 0.83 73 10 0.129 3085.5 7350.2 0.83 74 10 0.129 3634.4 8120.4 0.77 75 10 0.129 3289.7 7749.1 0.83 76 64 0.130 4027.0 8382.9 0.30 77 100 0.130 4071.0 8474.5 0.30 78 200 0.130 4356.0 8847.1 0.30 79 200 0.130 4878.0 9481.1 0.30 80 200 0.130 5080.0 9503.8 0.30 81 200 0.130 5396.0 10095.0 0.30 82 200 0.130 5700.0 10663.7 0.30 83 200 0.130 5700.0 10663.7 0.30 84 200 0.130 6500.0 12160.4 0.30 85 200 0.130 6769.0 12663.6 0.30
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 176 of 231 Rev. 4 Table E.1-4. Best-Estimate FAR SSI Properties for the Updated Profile - Reference 1 (cont.)
Layer No.
Thickness
[ft]
Unit Weight
[kcf]
S-Wave Vel.
[ft/sec]
P-Wave Vel.
[ft/sec]
Damping
[%]
86 200 0.130 6900.0 12908.7 0.30 87 200 0.130 6950.0 13002.3 0.30 88 200 0.130 6800.0 12721.6 0.30 89 200 0.130 6450.0 12066.8 0.30 90 200 0.130 6400.0 11973.3 0.30 91 200 0.130 6403.0 11978.9 0.30 92 200 0.130 6518.0 12194.1 0.30 93 200 0.130 8397.0 15709.3 0.30 94 200 0.130 8821.0 16502.6 0.30 95 200 0.130 9273.0 17348.2 0.30 96 200 0.130 9834.0 18397.7 0.30 97 200 0.130 9152.0 17121.8 0.30 98 200 0.130 8995.0 16828.1 0.30 99 200 0.130 8670.0 16220.1 0.30 100 200 0.130 8229.0 15395.1 0.30 101 200 0.130 7993.0 14953.5 0.30 102 200 0.130 7908.0 14794.5 0.30 103 200 0.130 7607.0 14231.4 0.30 104 200 0.130 7511.0 14051.8 0.30 105 200 0.130 7340.0 13731.9 0.30 106 200 0.130 7222.0 13511.1 0.30 107 200 0.130 7207.0 13483.1 0.30 108 200 0.130 7063.0 13213.7 0.30 109 200 0.130 7118.0 13316.6 0.30 110 200 0.130 7584.0 14188.4 0.30 111 200 0.130 7787.0 14568.1 0.30 112 200 0.130 7822.0 14633.6 0.30 113 200 0.130 7741.0 14482.1 0.30 114 200 0.130 8256.0 15445.6 0.30 115 200 0.130 8219.0 15376.3 0.30 116 200 0.130 8120.0 15191.1 0.30 117 200 0.130 8388.0 15692.5 0.30 118 200 0.130 8905.0 16659.7 0.30 119 200 0.130 9265.0 17333.2 0.30 120 200 0.130 9073.0 16974.0 0.30 121 200 0.130 9227.0 17262.1 0.30 122 200 0.130 9629.0 18014.2 0.30 123 200 0.130 9938.0 18592.3 0.30 124 200 0.130 9652.0 18057.2 0.30 125 200 0.130 8777.0 16420.3 0.30 126 200 0.130 8955.0 16753.3 0.30 127 0.170 9200.0 17211.6 1.00 Note: % = percent; ft. = feet; ft/sec = feet per second; kcf = kips per cubic foot; SSI = soil structure interaction
Westinghouse Non-Proprietary Class 3 S-Wave Velocity (ft/s]
0 1000 2000 3000 4000 5000 6000 7000 8000 0 -+-~------+~~---+--~-+-~---+--~---+--~--ir--~----+--~----1
. *ti I~
r
_: 1,_._+---___, _,_1 ti ~
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T
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+
+
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100 -+--
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l ~+---+---+-~+-:~
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t -+--+---+~~
I ___,
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.=
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-=
+
r~ -i. --r~
r*.I I
-f-
+
+
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+
~,
200 -+---+-
! ---+-~:--------<~t--+---+----+---+-____,--+--~
i --+----+
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+
-~ - ~
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.* -=*
Initial-BE I
Initial - BE
..c:
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--*Initial-UB Cl> 300 -+--t----+--.--+-- -----+---+---t---+----+----<
0 1
l :J ~*
--*Initial - Estimated BE
_: : ~
J I
-~ L I
- - --*Updated - Estimated BE
--+--
--+--
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+
+ -
+
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I
+
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+
+
t-
+
+
i
~-~...... --~--~~~~--*~-~-~~l-1.
L I
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l
-+---+---+--+--~=--!--fi='°'9---+--ll--+l---+-_-+-_+
l _--+-_-+--I I
~ ~
I I
I t-
+
t-
+
+
-+-
t-
+
I 1 '
-t-*
+
+
+
l
-L--
.: _d t-
+
+
.: ~ I 600 _,_ __
__l. ___
_J__~*~*~:_._
l.-===
...J"-'-----=-~-=---'--_J__--__JL_ __
--'---__J Figure E.1-1. Turkey Point Estimated Best-Estimate S-Wave Velocity Profile for the NI Profile for the RG 1.60 Motion TPG-1000-S2R-807 Page 177 of231 Rev.4
Westinghouse Non-Proprietary Class 3 0
5000 P-Wave Velocity [ft/s]
10000 15000 20000 g
.c: -
a.
- - *1*
+
+
+
+
+
+
+
! I r -,,
1----r..-----------*-*~*-=--
-lfi-
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1
+
-+
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+
+-
+
+
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I rr : ;a i -
+
I 200 --l----l----+------l-l-+' ---J.--,lis=.J---
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l
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+
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+
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+
+
+ - ~ rr,-
+-~ +-r
+
+
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Updated - Estimated BE
+--
+
+-
y
_____,~,__
+
+
+
+
+
+
+
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+
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I
+
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+
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+
+
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I
,-----~t-500 -l------1--+1-+1-+1-+-----l--~*~*~*~~~~~~~~~~~~~-~-~-~-~-~-~*~*___j
+
+
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r l l l ~ : *
r.... + !.-_:__ + l
+
+
+
+
=- r:-
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+
+
+
~ 1i c r--.-
,; +--+
600 -___:_ _____
__J_____c:_:___]U=---~-
=-_L_---------'--'-------'----'----'----~
Figure E.1-2. Turkey Point Estimated Best-Estimate P-Wave Velocity Profile for the NI Profile for the RG 1.60 Motion TPG-1000-S2R-807 Page 178 of231 Rev.4
g
..c: -
a.
Westinghouse Non-Proprietary Class 3 Damping Ratio [%]
2 4
6 8
10 12 14
+
+-
t---f-
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+
I
1 i f--+
+
I I I
I l +
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. -- f-I I
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l *' r
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I I I 400
-t-1f--+-----+7---**---___,
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1 ~
I I
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i ~- I - :--
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+ +
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f-l t
+
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+
H
+

t

+
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I I II
+
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I
I.
f-f-
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~ I I I I
I I 500 -t-t-Wtt---=-t--+--t---t--+--+--t-t---t------t--+-r 1 -t--t-r--+----+--;+/-============""=========================;-t---1
~ J l _ I f-
~ __ l ! I Initial-BE I
Initial - LB H, ~-o\\--
t---
--+
r +--
1. :
- -
Initial - UB 1
11 1
+
-
Initial - Estimated BE I
1 f-
+
I t* I f-f-
- Updated - Estimated BE f-600 -'---~
1*~~L____L_~--'--~L-__:_~__J~~~----L---L.._L__~
1 --'---'----1L______L 1 ---'----'-----'----'----'-
1 --'--__J Figure E.1-3. Turkey Point Estimated Best-Estimate Damping Profile for the NI Profile for the RG 1.60 Motion TPG-1000-S2R-807 Page 179 of231 Rev.4
![
.c: -
a.
0 100 200
~ 300 400 500 600 0
Westinghouse Non-Proprietary Class 3 S-Wave Velocity [ft/s]
1000 2000 3000 4000 5000 6000 7000 8000
'L ~ *-
_.I 1 I
--: ~\\
--~- -
~
+
~*"-. ---* *----
~ -
~ **
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+
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+
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+
.1. L,
+
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+
- TI *'
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+
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- -
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+
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+
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+
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1 *
+
f---
r I _J

f
~
+
+
f--
______.__!___ rr' f---
+
I-Figure E.1-4. Turkey Point Estimated Best-Estimate S-Wave Velocity Profile for the FAR Profile TPG-1000-S2R-807 Page 180 of231 Rev.4
0 0
~,.,
I.. I
+
t-
+
+
I I
I I
I I
100 t-
+
+
t-
+
+
200 g
t-
+
+
..c:
+
0..
~ 300 I
I I
I I
I
+
t-
+
+
-t-
+
+
400 t-
+
+
t-
+
+
-t-
+
+
I I
I I
500 t-
+
t-
+
t-
+
+
600 Westinghouse Non-Proprietary Class 3 5000 P-Wave Velocity [Ws]
10000 15000 20000 t
T
..j.
--~.
I I~..,_ J I I t-
+
j------!-
,.. 1-~-*.
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+
+
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r Initial - BE t-d r-' +-
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+
I
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r f~
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f-1---t
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+-
i
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f -,... -
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+
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+
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+
I
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~
+
I -* *-*
-~~
+
T
~-
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- ~*
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- I-1--- +
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~
~+
t-
~.
+
f--
II r'
~+
+
+-
~
.,. I +- __,_ f-
~+
+
.. r..
Figure E.1-5. Turkey Point Estimated Best-Estimate P-Wave Velocity Profile for the FAR Profile TPG-1000-S2R-807 Page 181 of231 Rev.4
iE:
.c:
..... a.
Westinghouse Non-Proprietary Class 3 Damping Ratio [%]
0 2
4 6
8 10 12 14 Hi I;
+
+
+ -~ +
.t :
f f +
I-f --
- - I I --
I I +
~
~ f f ~
1 00
-+----l~R--++--+-+-+-+----+--+----l--+---+--+-+-+-+----+--+----l--+---+--+-+-+-+----+--+----l--+---+--+-+-+-----+---i I I I
I I I I I I I
~ n ;
+
-+ +
0 +-'----'-----'-..+--+---->1---+-..-'----'-..i----l---'--+---+---+-+-----'-----'----'-+-+---+---'----'--+--'----'----'----'--+--'----'----'----+---I
't**~ -
-* --t-1:;1 *~** *~*..,.. I.. ~*
I
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I
-~
+
t-I -t--1-----.--....
~-t--1
.r-I I
l t *, 1 1
1
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+
,_ r---
+
-+
11.J * **
I-I-~
I-I-~
I-I-~
+
+
+
r--+
t-
+-
1--
~
~~*:;:= l __ _ l L_
l l l ! L ! l l _
I i I I
I I
I 200 -+--t-+-1
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11 I~
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+ I"' \\
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+
+
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r-e-t t
t I I 1' "'1 1
=
I I I I
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+ ~
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\\
I I
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I I I I
I I I I I
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I I I I I I
I I I l-1t--ll11+--__,____,_
I I I
~
I
+
+ &-._.
L,__. --
"1 1 *
+-
---10* r---'.*
1 ;
I
~
t I-I-
t
+
~
t-t t
+
+
+ -+
I-I-
I--
t f--
t
+
+
+
I I,:
I I
1& I 1". I I
I I I I I 400 +-t-+
,1 -~
l,~.t-+-~f--+
1
~
+---1
,,-+-+--+
1
-+---1 1
--+-+---+
-+---+---+-+---+
,-+---+---+-+---+
1-+-1---+----+-+---+
,-+-l ---+---1
~ i:
r:-t -
I-I-
+
+
+ ~
+
+
I-I-~
11 1f-,_
t t
t 1 a I=. I
+
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1 1 1:1 I.
t--1.~l-+---+1 -
I I I I I I I.
~
I I *
". I I-
+-
t-
+ --
I-I-
I-
+
+
+
~ +
I-I-~
t t
t
Initial - LB I-I-
--*Initial - UB I-1---
--*Initial - Estimated BE I-I-
- - -
Updated - Estimated BE ~
600 ~~*~~
~ ~~~~~~~~~~~~~~~~~~~~~~~~~
Figure E.1-6. Turkey Point Estimated Best-Estimate Damping Profile for the FAR Profile TPG-1000-S2R-807 Page 182 of231 Rev.4
Westinghouse Non-Proprietary Class 3 E.1.1.1 TPNP Engineered Fill, Lean Concrete and Grouted Rock Properties for SSI Analyses Tables E.1-6 present the updated BE dynamic material properties for the engineered fill, lean concrete fill and grouted rock for the BE sensitivity case, which were provided in Reference 12:
Table E.1-5. NI BE Backfill Soil, Fill Concrete and Grouted Rock Profile - BE Initial -
Reference 1 Thickness Unit Weight S-Wave Vel.
P-Wave Vel.
Material
[feet]
[kcf]
[ft/sec]
[ft/sec]
Damping Engineered Fill 5.0 0.130 610.4 1142.0 0.027 Engineered Fill 5.0 0.130 715.7 1339.0 0.038 Engineered Fill 5.0 0.130 756.7 1415.7 0.046 Engineered Fill 5.0 0.130 756.6 1415.5 0.052 Engineered Fill 5.0 0.130 761.9 1425.3 0.057 Engineered Fill 5.5 0.130 728.5 3714.7 0.064 Engineered Fill 6.0 0.130 721.1 3676.9 0.068 Engineered Fill 5.0 0.130 726.7 3705.4 0.071 Lean Concrete 6.33 0.150 5518.5 8600.0 0.011 Lean Concrete 6.33 0.150 5518.5 8600.0 0.011 Lean Concrete 6.33 0.150 5518.5 8600.0 0.011 Grouted Rock 6.0 0.155 5674.2 8842.7 0.0099 Grouted Rock 10.0 0.155 5781.3 10815.9 0.0099 Grouted Rock 10.0 0.155 5449.9 10015.8 0.0099 Table E.1-6. NI Backfill Soil, Fill Concrete and Grouted Rock Profile - BE Updated Profile -
Reference 12 Thickness Unit Weight S-Wave Vel.
P-Wave Vel.
Material
[feet]
[kcf]
[ft/sec]
[ft/sec]
Damping Engineered Fill 5.0 0.130 610.4 1142.0 0.027 Engineered Fill 5.0 0.130 715.7 1339.0 0.038 Engineered Fill 5.0 0.130 756.7 1415.7 0.046 Engineered Fill 5.0 0.130 756.6 1415.5 0.052 Engineered Fill 5.0 0.130 761.9 1425.3 0.057 Engineered Fill 5.2 0.130 728.5 3714.7 0.064 Engineered Fill 6.3 0.130 721.1 3676.9 0.068 Engineered Fill 5.0 0.130 726.7 3705.4 0.071 Lean Concrete 9.0 0.150 5000.0 7791.9 0.010 Lean Concrete 10.0 0.150 5000.0 7791.9 0.010 Grouted Rock 6.0 0.155 5554.5 10724.8 0.010 Grouted Rock 8.4 0.155 6860.2 12666.1 0.008 Grouted Rock 1.6 0.155 6847.9 12643.4 0.008 Grouted Rock 10.0 0.155 5715.6 10802.1 0.008 TPG-1000-S2R-807 Page 183 of231 Rev.4
Westinghouse Non-Proprietary Class 3 E.1.1.2 Key Nodes Selected The key nodes selected to obtain floor response spectra are shown below in Table E.1-7.
Table E.1-7. Key Nodes at Location Nl20r x
y z
Nodes (feet)
(feet)
(feet)
Location 1761 1000 1000 100 CIS at Reactor Vessel Support Elevation 2078 1116.5 948.5 116.5 ASB NE Corner at Control Room Floor 2199 1008 1014 134.25 CIS at Operating Deck 2675 929 1000 179.19 ASB Corner of Fuel Building Roof at Shield Building 2788 1000 1000 224 SCV Near Polar Crane 3329 956.5 1000 327.41 ASB Shield Building Roof Area TPG-1000-S2R-807 Page 184 of231 Rev.4
Westinghouse Non-Proprietary Class 3 E.1.2 TPNP Time History Inputs - El. -16' (Foundation/Top of Lean Concrete)
TPNP input acceleration time histories were provided via Reference 1 and are graphically presented in Figures 3.5-1 through 3.5-6 of this report for the TPNP BE, LB and UB soil cases.
For the purpose of this SSI sensitivity analysis, only the BE case time histories are used in conjunction with the updated site response BE properties. Reference 12 indicates, and shown below in Figure E.1-7, that the previous (Reference 11) and updated (Reference 12) site specific Fl RS are similar, and both are enveloped by the initial RG 1.60 SSE curve. Thus, the previous (References 1 and 11) time histories are applicable for this BE sensitivity analysis.
For information, the (Reference 1) TPNP 'within' time histories were provided at the foundation level following site response analysis, which included as input the minimum PGA = 0.1g outcrop SSE envelop of the site-specific FIRS and RG 1.60 spectra anchored to 0.1g. The input time histories are used as seismic input in three orthogonal directions at the foundation/ top of the TPNP lean concrete mat (El. -16') in the TPNP SSI sensitivity analyses.
Reference 1 provides two horizontal and one vertical time history (El. -16') for 32768 BE, LB and UB discrete values of acceleration with a time step of 0.005 seconds in files FPL-Nl-BE-H1.ath, FPL-Nl-BE-H2.ath, and FPL-Nl-BE-UP.ath, FPL-Nl-LB-H1.ath, FPL-Nl-LB-H2.ath, and FPL-Nl-LB-UP.ath, FPL-Nl-UB-H1.ath, FPL-Nl-UB-H2.ath, and FPL-Nl-UB-UP.ath for the (near) NI conditions. FAR conditions time histories were provided in files FPL-FAR-BE-H1.ath, FPL-FAR-BE-H2.ath, and FPL-FAR-BE-UP.ath, FPL-FAR-LB-H1.ath, FPL-FAR-LB-H2.ath, and FPL-FAR-LB-UP.ath, FPL-FAR-UB-H1.ath, FPL-FAR-UB-H2.ath, and FPL-FAR-UB-UP.ath. The updated BE NI seismic sensitivity analysis was executed separately with the BE NI H1, H2 and UP excitation directions.
TPG-1000-S2R-807 Page 185 of231 Rev.4
Westinghouse Non-Proprietary Class 3 RG 1.60 (PGA=0.1 g) 0.35 Initial Updated c :8 0.25 -+------+--t----+---+---+--+-+--+-+----1-t----+----+---+--+--+--+--+----+----+----+---+--+--+-~f-I
~
(l)
(l) 0
~
ro 0
(l) c..
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TPG-1000-S2R-807 Page 186 of231 Rev.4
Westinghouse Non-Proprietary Class 3 E.2 SASSI FRS Comparison - Updated TPNP 30 BE SSI Sensitivity Analysis and Results The TPNP sensitivity time history SSI analyses were carried out using the TPNP BE seismic input and updated BE soil/rock, grouted rock and lean concrete properties (Reference 12), and the resulting FRS are compared to the previous Reference 11 FRS results, as well as the 3D AP1000 CSDRS and HRHF FRS envelopes at the six (6) key NI locations defined in Table E.1-7.
The TPNP NI acceleration time histories are shown in Figures 3.5-1 to 3.5-3; however, only the NI BE time histories are used for this analysis. For comparison, dynamic material properties for the lean concrete, grouted rock and engineered fill side soil for the previous (Reference 2) and updated (Reference 12) BE cases are presented in Tables E.1-5 and E.1-6, respectively. As shown, the updated material properties are minor variations of the previous dynamic material properties.
Time history seismic analyses for the updated TPNP BE case were performed in two horizontal and one vertical direction. The TPNP top of lean concrete mat (El. -16) input time histories were used in SASSI with the SASSI Direct method of analysis. FRS for 5 percent damping were obtained at the six key NI locations shown in Table E.1-7.
Figures E.2-1 through E.2-18 present the comparison of the horizontal and vertical TPNP 3D Design-Basis Factored (TP3D BE RS) FRS (Section 6.2) and the updated SSI sensitivity analysis (TP3D BE R6 Sensitivity) FRS, which are also compared to the previous (Section 6.2) 3D TPNP BE, LB and UB Broadened FRS envelope, and the AP1000 CSDRS and HRHF design FRS envelopes at the six (6) key locations. The HRHF FRS envelope is presented to demonstrate that additional and significant margin exists at the key nodes in the high frequency range (20-50 Hz).
As shown, the TPNP updated sensitivity analysis BE FRS are very similar to and negligibly effect the previous (Section 6.2) BE FRS, and are enveloped by the AP1000 and HRHF FRS envelopes at each of the six key NI locations with margin.
TPG-1000-S2R-807 Page 187 of231 Rev.4
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Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 197 of 231 Rev. 4 E.3 Summary of Results and Conclusions E.3.1 Results Seismic SSI sensitivity analyses were performed to assess the potential effect of an updated 2013 site characterization and updated 2014 BE soil/rock, grouted rock and lean concrete properties (Reference 12) on the TPNP NI FRS at the six key locations. Since the only change to the analysis was the updated BE properties, all other model data and NI BE FIRS time histories at the basemat (El. -16) (Reference 1) from the previous analysis were used as seismic input to these sensitivity analyses.
Section E.2, Figures E.2-1 through E.2-18 compare the individual BE seismic FRS based on the Reference 11 analysis and the updated SSI analysis documented in Appendix E, and both are further compared to the (Reference 11) broadened TPNP factored FRS. All of the individual and broadened TPNP FRS results are compared to the AP1000 FRS envelopes at the six (6) NI key nodes.
As shown in Figures E.2-1 through E.2-18, the SSI sensitivity analysis results indicate that the FRS due to the updated properties from supplemental geotechnical data are very similar (within about + 10 percent) of the TPNP Reference 11 design-basis FRS at the same 6 key locations indicating the NI FRS are negligibly influenced by the difference in previous and updated seismic input. Also, and most importantly, the TPNP NI site-specific FRS are enveloped by the AP1000 FRS envelope at all six key locations.
E.3.2 Conclusions Based on the results of the TPNP 3D NI SSI sensitivity analyses presented in Appendix E and comparisons with the design-basis (Reference 11) analysis results at the 6 key NI locations, the effect of the updated site characterization and site response at Turkey Point Units 6&7 on the NI response is considered negligible. Therefore, the design-basis results and conclusions presented in Section 6.2, Figures 6.2-1 through 6.2-18, and Section 7.0, respectively are considered still valid.
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 198 of 231 Rev. 4 Appendix F Turkey Point Units 6 & 7 Updated Site Characterization Sensitivity Assessment of SCII Adjacent Structures SSI Analysis F.1 Background and Purpose In 2013 and 2014, a supplemental site subsurface investigation and update site response analysis was performed and updated BE seismic input provided in Reference 12 for both the Turbine Building First Bay and Annex Building including updated SCII SSI strain compatible BE engineered fill near NI and FAR profiles, and corresponding hazard consistent time histories for further seismic SSI sensitivity analysis of the SCII adjacent structures.
The purpose of Appendix F is to summarize the 2D SASSI parametric SSI sensitivity analysis using the Section 4.4 TPNP 2D embedded model, which incorporates the updated (Reference 12) site specific NI lean concrete, rock and grouted rock properties beneath the NI basemat, as well as the updated strain compatible engineered fill beneath the SCII adjacent structures.
The 2D SSI sensitivity analyses also include incorporating updated seismic input, specifically updated surface design response spectra (DRS) and the corresponding foundation level time histories for the Turbine Building First Bay and Annex Building provided in Reference 12.
The 2D SSI analyses were performed using the computer code SASSI2000 (Reference 5) specifically modules SITE, POINT, HOUSE, ANALYS and MOTION. All 2D SASSI SSI analyses performed and described in this report have utilized the SASSI Direct Method for computing in-structure response spectra.
F.1.2 Soil Profiles and Properties 2D SSI analyses of the SCII Turbine Building First Bay and Annex Building adjacent structures are performed utilizing the updated TPNP site characterization data and include both the updated strain compatible BE soil/rock, grouted rock and lean concrete fill properties developed in Reference 12. The layer thickness, unit weight, shear wave velocity (Vs), compression wave velocity (Vp) and damping values, from the ground surface to the simulated half-space at a depth of about 600 feet for the updated SCII BE NI and FAR updated case are presented in Tables F.1-1 to F.1-2. Figures F.1-1 through F.1-6 graphically present the TPNP Vs, Vp and damping profiles over the approximately 600-foot depth. Updated BE concrete properties from Table F.1-1 were used as well as an increased density of 155 pcf for the grouted rock zone as shown in Table F.1-3 between El. -35 to -60 feet (depth range 60.5 to 85.5 feet).
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 199 of 231 Rev. 4 Table F.1-1. Best-Estimate SCII Near NI SSI Properties for the Updated Profile - Reference 12 Layer No.
Thickness
[ft]
Unit Weight
[kcf]
S-Wave Vel.
[ft/sec]
P-Wave Vel.
[ft/sec]
Damping
[%]
1 5.0 0.130 586.6 1097.3 1.8166 2
5.0 0.130 721.9 1350.6 2.3300 3
5.0 0.130 777.9 1455.4 2.5598 4
5.0 0.130 817.5 1529.4 2.7199 5
5.0 0.130 850.1 1590.4 2.8850 6
5.2 0.130 866.6 4418.9 3.0428 7
6.3 0.130 893.2 4554.4 3.1474 8
5.0 0.130 898.7 4582.5 3.2495 9
9.0 0.150 5000.0 7791.9 1.0000 10 10.0 0.150 5000.0 7791.9 1.0000 11 6.0 0.137 5554.5 10724.8 1.0000 12 8.4 0.137 6865.1 12675.1 0.8000 13 1.6 0.137 6859.0 12664.0 0.8000 14 10.0 0.137 5729.7 10828.8 0.8000 15 10.0 0.137 4696.5 9644.2 0.8000 16 10.0 0.137 4485.1 9279.7 0.8000 17 10.0 0.137 4565.3 9174.6 0.8000 18 10.0 0.137 4269.2 8677.5 0.8000 19 10.0 0.137 4456.0 8595.0 0.8000 20 4.4 0.137 2575.8 6826.8 0.8350 21 5.6 0.119 2583.6 6847.7 0.7079 22 10.0 0.119 1212.4 5295.0 0.9030 23 10.0 0.119 1737.7 5806.6 0.7721 24 10.0 0.119 1354.7 5349.8 0.8670 25 10.0 0.119 1460.0 5508.8 0.8430 26 6.6 0.119 1637.0 5663.8 0.7895 27 3.4 0.117 1632.2 5647.1 0.7895 28 10.0 0.117 1562.6 5605.6 0.8092 29 10.0 0.117 1546.4 5588.8 0.8212 30 10.0 0.117 1596.1 5637.8 0.8092 31 10.0 0.117 1736.8 5692.6 0.7869 32 6.8 0.117 2116.8 6187.2 0.7468 33 3.2 0.121 2116.5 6186.2 0.7468 34 10.0 0.121 2357.0 6478.8 0.7256 35 10.0 0.121 2016.8 6040.0 0.7658 36 10.0 0.121 2016.6 6024.9 0.7658 37 10.0 0.121 1843.2 5907.0 0.7869 38 10.0 0.121 1612.4 5739.3 0.8221 39 10.0 0.121 1670.5 5759.6 0.8221 40 10.0 0.121 1786.6 5857.6 0.8040 41 10.0 0.121 1735.6 5881.4 0.8159 42 10.0 0.121 1689.1 5770.5 0.8221 43 10.0 0.121 1573.9 5630.2 0.8526
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 200 of 231 Rev. 4 Table F.1-1. Best-Estimate SCII Near NI SSI Properties for the Updated Profile - Reference 12 (cont.)
Layer No.
Thickness
[ft]
Unit Weight
[kcf]
S-Wave Vel.
[ft/sec]
P-Wave Vel.
[ft/sec]
Damping
[%]
44 10.0 0.121 1414.6 5687.2 0.9081 45 10.0 0.121 1405.5 5537.5 0.9081 46 10.0 0.121 1387.7 5609.6 0.9114 47 10.0 0.121 1451.9 5663.5 0.9021 48 10.0 0.121 1445.9 5652.7 0.9052 49 10.0 0.121 1397.7 5601.1 0.9236 50 10.0 0.121 1450.8 5625.0 0.9052 51 10.0 0.121 1396.7 5575.8 0.9236 52 10.0 0.121 1406.2 5528.8 0.9236 53 10.0 0.121 1416.5 5595.4 0.9236 54 10.0 0.121 1428.9 5619.3 0.9236 55 10.0 0.121 1419.7 5587.8 0.9279 56 10.0 0.121 1409.7 5441.5 0.9467 57 3.8 0.121 3999.8 8787.5 0.6730 58 6.2 0.129 4007.2 8803.7 0.6587 59 10.0 0.129 4007.0 8803.3 0.6587 60 10.0 0.129 4227.3 8441.3 0.6587 61 10.0 0.129 3794.2 7688.1 0.6755 62 10.0 0.129 3939.2 7994.0 0.6755 63 10.0 0.129 3903.4 8089.3 0.6755 64 10.0 0.129 3938.4 8231.8 0.6755 65 10.0 0.129 3832.2 7808.4 0.6901 66 10.0 0.129 3905.5 8044.1 0.6755 67 10.0 0.129 3564.3 7791.9 0.6901 68 10.0 0.129 3437.0 7733.8 0.7100 69 10.0 0.129 3036.7 7191.4 0.7233 70 10.0 0.129 3056.8 7325.5 0.7233 71 10.0 0.129 3110.2 7409.2 0.7233 72 10.0 0.129 3655.3 8167.3 0.7051 73 10.0 0.129 3313.7 7805.7 0.7233 74 64.0 0.130 4027.0 8382.9 0.3000 75 100.0 0.130 4071.0 8474.5 0.3000 76 200.0 0.130 4356.0 8847.1 0.3000 77 200.0 0.130 4878.0 9481.1 0.3000 78 200.0 0.130 5080.0 9503.8 0.3000 79 200.0 0.130 5396.0 10095.0 0.3000 80 200.0 0.130 5700.0 10663.7 0.3000 81 200.0 0.130 5700.0 10663.7 0.3000 82 200.0 0.130 6500.0 12160.4 0.3000 83 200.0 0.130 6769.0 12663.6 0.3000 84 200.0 0.130 6900.0 12908.7 0.3000 85 200.0 0.130 6950.0 13002.3 0.3000 86 200.0 0.130 6800.0 12721.6 0.3000 87 200.0 0.130 6450.0 12066.8 0.3000
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 201 of 231 Rev. 4 Table F.1-1. Best-Estimate SCII Near NI SSI Properties for the Updated Profile - Reference 12 (cont.)
Layer No.
Thickness
[ft]
Unit Weight
[kcf]
S-Wave Vel.
[ft/sec]
P-Wave Vel.
[ft/sec]
Damping
[%]
88 200.0 0.130 6400.0 11973.3 0.3000 89 200.0 0.130 6403.0 11978.9 0.3000 90 200.0 0.130 6518.0 12194.1 0.3000 91 200.0 0.130 8397.0 15709.3 0.3000 92 200.0 0.130 8821.0 16502.6 0.3000 93 200.0 0.130 9273.0 17348.2 0.3000 94 200.0 0.130 9834.0 18397.7 0.3000 95 200.0 0.130 9152.0 17121.8 0.3000 96 200.0 0.130 8995.0 16828.1 0.3000 97 200.0 0.130 8670.0 16220.1 0.3000 98 200.0 0.130 8229.0 15395.1 0.3000 99 200.0 0.130 7993.0 14953.5 0.3000 100 200.0 0.130 7908.0 14794.5 0.3000 101 200.0 0.130 7607.0 14231.4 0.3000 102 200.0 0.130 7511.0 14051.8 0.3000 103 200.0 0.130 7340.0 13731.9 0.3000 104 200.0 0.130 7222.0 13511.1 0.3000 105 200.0 0.130 7207.0 13483.1 0.3000 106 200.0 0.130 7063.0 13213.7 0.3000 107 200.0 0.130 7118.0 13316.6 0.3000 108 200.0 0.130 7584.0 14188.4 0.3000 109 200.0 0.130 7787.0 14568.1 0.3000 110 200.0 0.130 7822.0 14633.6 0.3000 111 200.0 0.130 7741.0 14482.1 0.3000 112 200.0 0.130 8256.0 15445.6 0.3000 113 200.0 0.130 8219.0 15376.3 0.3000 114 200.0 0.130 8120.0 15191.1 0.3000 115 200.0 0.130 8388.0 15692.5 0.3000 116 200.0 0.130 8905.0 16659.7 0.3000 117 200.0 0.130 9265.0 17333.2 0.3000 118 200.0 0.130 9073.0 16974.0 0.3000 119 200.0 0.130 9227.0 17262.1 0.3000 120 200.0 0.130 9629.0 18014.2 0.3000 121 200.0 0.130 9938.0 18592.3 0.3000 122 200.0 0.130 9652.0 18057.2 0.3000 123 200.0 0.130 8777.0 16420.3 0.3000 124 200.0 0.130 8955.0 16753.3 0.3000 125 0.170 9200.0 17211.6 1.0000 Note: % = percent; ft. = feet; ft/sec = feet per second; pcf = pound per cubic foot; SSI = soil structure interaction
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 202 of 231 Rev. 4 Table F.1-2. Best-Estimate SCII FAR SSI Properties for the Updated Profile - Reference 12 Layer No.
Thickness
[ft]
Unit Weight
[kcf]
S-Wave Vel.
[ft/sec]
P-Wave Vel.
[ft/sec]
Damping
[%]
1 5.0 0.130 582.7 1090.1 1.8844 2
5.0 0.130 717.4 1342.2 2.3805 3
5.0 0.130 773.9 1447.9 2.6122 4
5.0 0.130 814.0 1522.8 2.7877 5
5.0 0.130 848.3 1587.1 2.9082 6
5.2 0.130 866.9 4420.5 2.9929 7
6.3 0.125 2258.2 5273.4 0.6000 8
5.0 0.125 3551.2 7526.9 0.6000 9
5.0 0.125 3551.2 7526.9 0.6000 10 5.9 0.125 4660.9 9298.6 0.6000 11 4.1 0.137 4659.2 9295.3 0.8000 12 4.0 0.137 5551.7 10719.3 0.8000 13 6.0 0.137 5551.5 10718.9 0.8000 14 8.4 0.137 6865.1 12675.2 0.8000 15 1.6 0.137 6859.2 12664.2 0.8000 16 10.0 0.137 5729.9 10829.0 0.8000 17 10.0 0.137 4696.6 9644.4 0.8000 18 10.0 0.137 4485.2 9279.9 0.8000 19 10.0 0.137 4565.4 9174.7 0.8000 20 10.0 0.137 4269.2 8677.6 0.8000 21 10.0 0.137 4456.0 8595.0 0.8000 22 4.4 0.137 2575.8 6826.9 0.8334 23 5.6 0.119 2583.6 6847.6 0.7084 24 10.0 0.119 1212.3 5294.9 0.9050 25 10.0 0.119 1737.5 5806.2 0.7733 26 10.0 0.119 1354.6 5349.2 0.8688 27 10.0 0.119 1459.9 5508.4 0.8445 28 6.6 0.119 1636.9 5663.4 0.7906 29 3.4 0.117 1632.0 5646.6 0.7906 30 10.0 0.117 1562.5 5605.1 0.8106 31 10.0 0.117 1546.2 5588.2 0.8225 32 10.0 0.117 1595.9 5637.2 0.8106 33 10.0 0.117 1736.7 5692.2 0.7880 34 6.8 0.117 2116.7 6186.9 0.7475 35 3.2 0.121 2116.4 6185.9 0.7475 36 10.0 0.121 2356.9 6478.6 0.7261 37 10.0 0.121 2016.7 6039.7 0.7618 38 10.0 0.121 2016.5 6024.7 0.7667 39 10.0 0.121 1843.1 5906.8 0.7880 40 10.0 0.121 1612.4 5739.0 0.8235 41 10.0 0.121 1670.4 5759.4 0.8235 42 10.0 0.121 1786.5 5857.3 0.8052 43 10.0 0.121 1735.6 5881.2 0.8170
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 203 of 231 Rev. 4 Table F.1-2. Best-Estimate SCII FAR SSI Properties for the Updated Profile - Reference 12 (cont.)
Layer No.
Thickness
[ft]
Unit Weight
[kcf]
S-Wave Vel.
[ft/sec]
P-Wave Vel.
[ft/sec]
Damping
[%]
44 10.0 0.121 1689.1 5770.3 0.8207 45 10.0 0.121 1573.8 5629.9 0.8540 46 10.0 0.121 1414.5 5686.9 0.9082 47 10.0 0.121 1405.4 5537.2 0.9100 48 10.0 0.121 1387.6 5609.2 0.9114 49 10.0 0.121 1451.8 5663.0 0.9037 50 10.0 0.121 1445.8 5652.2 0.9070 51 10.0 0.121 1397.5 5600.6 0.9256 52 10.0 0.121 1450.7 5624.4 0.9070 53 10.0 0.121 1396.5 5575.1 0.9256 54 10.0 0.121 1406.0 5528.0 0.9256 55 10.0 0.121 1416.3 5594.6 0.9256 56 10.0 0.121 1428.7 5618.6 0.9256 57 10.0 0.121 1419.5 5587.0 0.9284 58 10.0 0.121 1409.5 5440.8 0.9488 59 3.8 0.121 3999.8 8787.3 0.6734 60 6.2 0.129 4007.1 8803.6 0.6592 61 10.0 0.129 4006.9 8803.1 0.6592 62 10.0 0.129 4227.3 8441.2 0.6592 63 10.0 0.129 3794.1 7687.9 0.6759 64 10.0 0.129 3939.1 7993.9 0.6734 65 10.0 0.129 3903.3 8089.2 0.6759 66 10.0 0.129 3938.4 8231.7 0.6759 67 10.0 0.129 3832.2 7808.3 0.6905 68 10.0 0.129 3905.4 8044.0 0.6759 69 10.0 0.129 3564.2 7791.7 0.6905 70 10.0 0.129 3436.9 7733.6 0.7104 71 10.0 0.129 3036.5 7191.1 0.7236 72 10.0 0.129 3056.7 7325.2 0.7236 73 10.0 0.129 3110.1 7408.9 0.7236 74 10.0 0.129 3655.2 8167.0 0.7053 75 10.0 0.129 3313.6 7805.5 0.7236 76 64.0 0.130 4027.0 8382.9 0.3000 77 100.0 0.130 4071.0 8474.5 0.3000 78 200.0 0.130 4356.0 8847.1 0.3000 79 200.0 0.130 4878.0 9481.1 0.3000 80 200.0 0.130 5080.0 9503.8 0.3000 81 200.0 0.130 5396.0 10095.0 0.3000 82 200.0 0.130 5700.0 10663.7 0.3000 83 200.0 0.130 5700.0 10663.7 0.3000 84 200.0 0.130 6500.0 12160.4 0.3000 85 200.0 0.130 6769.0 12663.6 0.3000 86 200.0 0.130 6900.0 12908.7 0.3000 87 200.0 0.130 6950.0 13002.3 0.3000
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 Page 204 of 231 Rev. 4 Table F.1-2. Best-Estimate SCII FAR SSI Properties for the Updated Profile - Reference 12 (cont.)
Layer No.
Thickness
[ft]
Unit Weight
[kcf]
S-Wave Vel.
[ft/sec]
P-Wave Vel.
[ft/sec]
Damping
[%]
88 200.0 0.130 6800.0 12721.6 0.3000 89 200.0 0.130 6450.0 12066.8 0.3000 90 200.0 0.130 6400.0 11973.3 0.3000 91 200.0 0.130 6403.0 11978.9 0.3000 92 200.0 0.130 6518.0 12194.1 0.3000 93 200.0 0.130 8397.0 15709.3 0.3000 94 200.0 0.130 8821.0 16502.6 0.3000 95 200.0 0.130 9273.0 17348.2 0.3000 96 200.0 0.130 9834.0 18397.7 0.3000 97 200.0 0.130 9152.0 17121.8 0.3000 98 200.0 0.130 8995.0 16828.1 0.3000 99 200.0 0.130 8670.0 16220.1 0.3000 100 200.0 0.130 8229.0 15395.1 0.3000 101 200.0 0.130 7993.0 14953.5 0.3000 102 200.0 0.130 7908.0 14794.5 0.3000 103 200.0 0.130 7607.0 14231.4 0.3000 104 200.0 0.130 7511.0 14051.8 0.3000 105 200.0 0.130 7340.0 13731.9 0.3000 106 200.0 0.130 7222.0 13511.1 0.3000 107 200.0 0.130 7207.0 13483.1 0.3000 108 200.0 0.130 7063.0 13213.7 0.3000 109 200.0 0.130 7118.0 13316.6 0.3000 110 200.0 0.130 7584.0 14188.4 0.3000 111 200.0 0.130 7787.0 14568.1 0.3000 112 200.0 0.130 7822.0 14633.6 0.3000 113 200.0 0.130 7741.0 14482.1 0.3000 114 200.0 0.130 8256.0 15445.6 0.3000 115 200.0 0.130 8219.0 15376.3 0.3000 116 200.0 0.130 8120.0 15191.1 0.3000 117 200.0 0.130 8388.0 15692.5 0.3000 118 200.0 0.130 8905.0 16659.7 0.3000 119 200.0 0.130 9265.0 17333.2 0.3000 120 200.0 0.130 9073.0 16974.0 0.3000 121 200.0 0.130 9227.0 17262.1 0.3000 122 200.0 0.130 9629.0 18014.2 0.3000 123 200.0 0.130 9938.0 18592.3 0.3000 124 200.0 0.130 9652.0 18057.2 0.3000 125 200.0 0.130 8777.0 16420.3 0.3000 126 200.0 0.130 8955.0 16753.3 0.3000 127 0.170 9200.0 17211.6 1.0000 Note: % = percent; ft. = feet; ft/sec = feet per second; pcf = pound per cubic foot; SSI = soil structure interaction
E'
.s=. a Q) 0 0
100 200 0
300 400 500 600 I
t-t-
t-I I
t-I I
t-I I
I I
I Westinghouse Non-Proprietary Class 3 FPL - NI S-Wave Velocity [ft/s]
1000 2000 3000 4000 5000 6000 7000 8000
~
~
I I
_)____
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f---
t-t-
I 'I
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f j J I
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-Initial - BE IJ r-F

Initial - Estimated BE I

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=rrr
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Figure F.1-1. Turkey Point Estimated Best-Estimate S-Wave Velocity Profile for the NI Site Column for the Site-Specific Motion TPG-1000-S2R-807 Page 205 of 231 Rev. 4
~
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Q.
Q) 0 0
100 200 0
300 400 500 600
'\\ I I
t-t--
t t
t-t-
t t
t-t-
t t-t-
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Westinghouse Non-Proprietary Class 3 FPL -NI P-Wave Velocity [ft/s]
5000 10000 15000 20000 I
I
~l t
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-f-f-
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11 t-f-
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+
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Initial - Estimated BE

~ I Updated - Estimated BE f--
I Figure F.1-2. Turkey Point Estimated Best-Estimate P-Wave Velocity Profile for the NI Site Column for the Site-Specific Motion TPG-1000-S2R-807 Page 206 of 231 Rev. 4
.c: -
a.
Q) 0.0 0
100 200 0
300 400 500 600 0.5
+
I I
+
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Westinghouse Non-Proprietary Class 3 1.0
+ -
+
+
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+
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FPL -NI Damping Ratio[%]
1.5 2.0 2.5
.,. -~L.
+
+
+
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+
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4.0 Figure F.1-3. Turkey Point Estimated Best-Estimate Damping Profile for the NI Site Column for the Site-Specific Motion TPG-1000-S2R-807 Page 207 of 231 Rev. 4
Westinghouse Non-Proprietary Class 3 FPL-FAR S-Wave Velocity [ft/s]
0 1000 2000 3000 4000 5000 6000 7000 8000 t -
+
0 -t---'-.-....-+----+---+--+-----+---+---+---+--+--+---+----+---+-___,1----1
~~
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+
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+
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_.JI Updated - Estimated BE 600 _.____ __
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~ _._
J _ ___,1----___.__
1
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Figure F.1-4. Turkey Point Estimated Best-Estimate S-Wave Velocity Profile for the FAR Site Column for the Site-Specific Motion TPG-1000-S2R-807 Page 208 of 231 Rev. 4
!E:
.c: -
a.
Q) 0 0
100 200 0
300 400 500 600 1"~ I Westinghouse Non-Proprietary Class 3 FPL-FAR P-Wave Velocity [ft/s]
5000 10000 I
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l l. !.....t I
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1--
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I-I-
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Updated - Estimated BE Figure F.1-5. Turkey Point Estimated Best-Estimate P-Wave Velocity Profile for the FAR Site Column for the Site-Specific Motion TPG-1000-S2R-807 Page 209 of 231 Rev. 4
~
.c: -
a.
Q) 0.0 0
100 200 0
300 400 500 600 t---
~
~
Westinghouse Non-Proprietary Class 3 FPL-FAR Damping Ratio[%]
0.5 1.0 1.5 2.0 2.5 3.0 3.5 L
~.. --
+
r
+
~
I I
I
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1~
~
+
r
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=-
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+
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r- -Initial - BE
- -
Initial - Estimated BE f-
+
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4.0 Figure F.1-6. Turkey Point Estimated Best-Estimate Damping Profile for the FAR Site Column for the Site-Specific Motion TPG-1000-S2R-807 Page 21Oof231 Rev. 4
Westinghouse Non-Proprietary Class 3 Table F.1-3. Near NI SCll Backfill Soil, Fill Concrete and Grouted Rock Profile - BE Updated Profile - Reference 12 Thickness Unit Weight S-Wave Vel.
P-Wave Vel.
Material
[feet]
[kcf]
[ft/sec]
[ft/sec]
Damping Engineered Fill 5.0 0.130 586.6 1097.3 1.8166 Engineered Fill 5.0 0.130 721.9 1350.6 2.3300 Engineered Fill 5.0 0.130 777.9 1455.4 2.5598 Engineered Fill 5.0 0.130 817.5 1529.4 2.7199 Engineered Fill 5.0 0.130 850.1 1590.4 2.8850 Engineered Fill 5.2 0.130 866.6 4418.9 3.0428 Engineered Fill 6.3 0.130 893.2 4554.4 3.1474 Engineered Fill 5.0 0.130 898.7 4582.5 3.2495 Lean Concrete 9.0 0.150 5000.0 7791.9 1.0000 Lean Concrete 10.0 0.150 5000.0 7791.9 1.0000 Grouted Rock 6.0 0.155 5554.5 10724.8 1.0000 Grouted Rock 8.4 0.155 6865.1 12675.1 0.8000 Grouted Rock 1.6 0.155 6859.0 12664.0 0.8000 Grouted Rock 10.0 0.155 5729.7 10828.8 0.8000 TPG-1000-S2R-807 Page 211 of 231 Rev. 4
Westinghouse Non-Proprietary Class 3 F.1.1 Key Nodes Selected The key nodes selected to obtain acceleration response spectra (damping at 5 percent) are shown in Table F.1-4.
Table F.1-4. Key Nodes Selected Nodes Elevation (ft)
Description 4041 99.000 CIS at Reactor Vessel Support Elevation 4061 116.500 Auxiliary Shield Building at Control Room Floor 4120 179.560 ASB Auxiliary Building Roof Area 4310 327.410 ASB Shield Building Roof Area 4412 224.000 Steel Containment Vessel near Polar Crane 4535 134.250 Containment Internal Structure at Operating Deck 931 100.000 West end of the Annex Building 2901 100.000 East end of the Annex Building adjacent to the NI 2942 100.000 Base of the Annex Building Stick Model 2947 100.000 South end of the Turbine Building 1st Bay adjacent to the NI 2951 100.000 Base of the Turbine Building 1st Bay Stick Model 2955 100.000 North end of the Turbine Building 1st Bay X/Y coordinates are -8.84 ft/-13.94 ft for all the nodes in X and Y 20 model, respectively.
TPG-1000-S2R-807 Page 212 of 231 Rev. 4
Westinghouse Non-Proprietary Class 3 F.1.2 Time History Inputs Updated horizontal and vertical surface DRS for the Annex Building and Turbine Building First Bay (Reference 12) are presented in Figures F.1-7 and F.1-8, respectively. The corresponding hazard consistent acceleration time histories from Reference 12 are presented in Figures F.1-9 to F.1-10 and are used as seismic input in X (North-South) and Z (Vertical) directions for the Turbine Building First Bay. The Annex Building seismic input in the Y (East-West) and Z (Vertical) directions are shown in Figures F.1-11 and F.1-12. The updated, hazard consistent, seismic ground surface input time histories provided in Reference 12 were scaled to 0.1g PGA consistent with Section 3.5.1. Seismic input is applied at the ground surface (AP1000 El. 100 feet; TPNP El. +25.5 feet) in both analyses.
11-2 0.18 0.16 0.14
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TPG-1000-S2R-807 Page 213 of 231 Rev. 4
Westinghouse Non-Proprietary Class 3 FPL: Surface Turbine Buiilding Spectra, Update 1212014 0.25 02 QI CU 5 c:
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(Reference 12)
TPG-1000-S2R-807 Page 214 of 231 Rev. 4
Westinghouse Non-Proprietary Class 3 SURTB-H1 Time History rated 0.05
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Figure F.1-9. TPNP Updated TB 1st Bay Seismic Input H1 in X-Direction (Scaled to 0.1g)-
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Figure F.1-10. TPNP Updated TB 1st Bay Seismic Input UP in Z-Direction (Scaled to 0.1g) -
El. +25.5 - Reference 12 TPG-1000-S2R-807 Page 215 of 231 Rev. 4
Westinghouse Non-Proprietary Class 3 SURDRS-H2 Time History rated 0.08 ~---------------------~
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Figure F.1-11. TPNP Updated AB Seismic Input H2 in Y-Direction (Scaled to 0.1g)-
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EI. +25.5' - Reference 12 TPG-1000-S2R-807 Page 216 of 231 Rev. 4
Westinghouse Non-Proprietary Class 3 F.2 SASSI FRS Comparison - Updated TPNP 20 BESCll Adjacent Structures SSI Sensitivity Analysis and Results TPNP adjacent building SSI sensitivity analyses were performed to present FRS comparisons at the ground surface of the Turbine Building First Bay and Annex Building for the updated site characterization and corresponding Reference 12 updated BE seismic input. Also, relative displacements are compared to assess the interaction between the adjacent structures and the NI. Section F.2.1 presents the results of the relative displacement interaction evaluation.
Time history seismic sensitivity analyses using the 20 Turbine Building First Bay (NS) model, 20 Annex Building (EW) model, and the updated BE strain compatible soil profile were performed in one horizontal and one vertical direction (X and Z for the NS model, and Y and Z for the EW model). The updated, hazard consistent, seismic ground surface input time histories shown in Figures F.1-9 through 12 were used in SASSI in conjunction with the Direct method of analysis. FRS for 5 percent damping were obtained at the ground surface for the Turbine Building First Bay (node 2951) and Annex Building (node 2942). FRS for 5 percent damping were also obtained at the six (6) key nodes of the NI to assess any influence of the adjacent structures updated seismic input on the key NI nodes.
Figures F.2-1 through F.2-2 presents the TPNP Turbine Building First Bay horizontal and vertical individual FRS for the initial Section 6.3 (TP2DBER5) and updated (TP2DBER6)
BE soil cases compared to the previous TPNP FRS broadened envelope and the AP1000 Turbine Building First Bay FRS generic envelope at the ground surface.
As shown, the initial and updated FRS are very similar and the AP1000 Turbine Building First Bay FRS envelop both the TPNP site specific FRS and broadened FRS at the Turbine Building First Bay surface node 2951.
Similarly, Figures F.2-3 through F.2-4 present the TPNP Annex Building horizontal and vertical individual FRS for the initial Section 6.3 (TP2DBER5) and updated (TP2DBER6)
BE case compared to the previous TPNP broadened FRS envelope and AP1000 Annex Building FRS generic envelope at the ground surface.
As shown, the initial and updated FRS are similar and the AP1000 Annex Building FRS envelop both the site specific FRS and broadened FRS at the Annex Building surface node 2942.
TPG-1000-S2R-807 217 of 231 Rev4
Westinghouse Non-Proprietary Class 3 FRS Comparison X Direction I
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Figure F.2-1. TPNP TB 1st Bay BE Sensitivity FRS Comparison and FRS Envelope in X-Direction - Node 2951 FRS Comparison Z Direction I
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Figure F.2-2. TPNP TB 1st Bay BE Sensitivity FRS Comparison and FRS Envelope in Z-Direction - Node 2951 TPG-1000-S2R-807 218 of 231 Rev4
0.1 Westinghouse Non-Proprietary Class 3 FRS Comparison Y Direction
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Figure F.2-4. TPNP AB BE Sensitivity FRS Comparison and FRS Envelope in Z-Direction - Node 2942 TPG-1000-S2R-807 219 of 231 Rev4
Westinghouse Non-Proprietary Class 3 F.2.1 20 SSI Sensitivity Analysis Response Spectra of Nuclear Island Figures F.2-5 through F.2-22 present the FRS comparisons at the six (6) key nodes of the NI due to the Turbine Building First Bay (North-South) and Annex Building (East-West) updated 20 BE response and corresponding previous (Appendix A) 20 NI BE response.
As shown, the previous and updated 20 FRS for the NI nodes are very similar indicating the NI FRS are negligibly influenced by the difference in the initial and updated BE seismic input, and all nodes are enveloped by the AP1000 FRS envelope.
TPG-1000-S2R-807 220 of 231 Rev4
Westinghouse Non-Proprietary Class 3 FRS Comparison X Direction
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Figure F.2-6. TPNP 2D NI BE Sensitivity FRS Comparison, Y Direction - Node 4041 (El. 99.0 ft)
TPG-1000-S2R-807 221 of 231 Rev4
Westinghouse Non-Proprietary Class 3 FRS Comparison Z Direction broad 4041 TP2DBERSY 4041
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TPG-1000-S2R-807 222 of 231 Rev4
Westinghouse Non-Proprietary Class 3 FRS Comparison Y Direction I
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TPG-1000-S2R-807 223 of 231 Rev4
Westinghouse Non-Proprietary Class 3 FRS Comparison X Direction I
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Figure F.2-11. TPNP 2D NI BE Sensitivity FRS Comparison, X Direction - Node 4120 (El. 179.56 ft)
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TPG-1000-S2R-807 224 of 231 Rev4
Westinghouse Non-Proprietary Class 3 FRS Comparison Z Direction broad4120 TP2DB ERSY 4120
- TP2DBER6Y 4120 0.1 10 100 Frequency (Hz)
Figure F.2-13. TPNP 2D NI BE Sensitivity FRS Comparison, Z Direction - Node 4120 (El. 179.56 ft)
FRS Comparison X Direction I
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Figure F.2-14. TPNP 2D NI BE Sensitivity FRS Comparison, X Direction - Node 4310 (El. 327.41 ft)
TPG-1000-S2R-807 225 of 231 Rev4
Westinghouse Non-Proprietary Class 3 FRS Comparison Y Direction IJ I
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FRS Comparison Z Direction I 1 I
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Figure F.2-16. TPNP 2D NI BE Sensitivity FRS Comparison, Z Direction - Node 4310 (El. 327.41 ft)
TPG-1000-S2R-807 226 of 231 Rev4
-2!!
15 Westinghouse Non-Proprietary Class 3 FRS Comparison X Direction E t--~----t-~-r---;--t--t-~ttr-t-~~-;-------t-__,_____,__,__---t-t-_,_~----r~-t----t--;-----t---t-t-t-J "ii
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FRS Comparison Y Direction I
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Figure F.2-18. TPNP 2D NI BE Sensitivity FRS Comparison, Y Direction - Node 4412 (El. 224.0 ft)
TPG-1000-S2R-807 227 of 231 Rev4
Westinghouse Non-Proprietary Class 3 FRS Comparison Z Direction broad4412 TP2DBERSY 4412
- TP2DBER6Y 4412 0.1 10 100 Frequency (Hz)
Figure F.2-19. TPNP 2D NI BE Sensitivity FRS Comparison, Z Direction - Node 4412 (El. 224.0 ft)
FRS Comparison X Direction
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Figure F.2-20. TPNP 2D NI BE Sensitivity FRS Comparison, X Direction - Node 4535 (El. 134.25 ft)
TPG-1000-S2R-807 228 of 231 Rev4
Westinghouse Non-Proprietary Class 3 FRS Comparison V Direction broad4535 TP2DBERSY 4535
- TP2DBER6Y 4535 0.1 10 100 Frequency (Hz)
Figure F.2-21. TPNP 2D NI BE Sensitivity FRS Comparison, Y Direction - Node 4535 (El. 134.25 ft)
FRS Comparison Z Direction broad4535 TP2DBER5Y 4535
- TP2DBER6Y 4535 0.1 10 100 Frequency (Hz)
Figure F.2-22. TPNP 2D NI BE Sensitivity FRS Comparison, Z Direction - Node 4435 (El. 134.25 ft)
TPG-1000-S2R-807 229 of 231 Rev4
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 230 of 231 Rev 4 F.2.2 TPNP Adjacent Structure Relative Displacements The TPNP 2D NS and EW models were used to obtain updated relative displacements at the locations listed below:
Turbine Building Foundation to Nuclear Island Top of Turbine Building to Nuclear Island (El.170)
Annex Building Foundation to Nuclear Island Top of Annex Building to Nuclear Island (El.180)
The relative displacements were calculated to ensure that there is no contact between the structures at the foundations or at the superstructure. To prevent contact, the relative displacements between the NI and the foundations of the adjacent buildings must be less than 2 inches. To avoid contact between the NI and the Top of the Turbine Building First Bay (elevation 170) and Top of the Annex Building (elevation 180), the relative displacement between the superstructures must be less than 4 inches. The initial BE and updated BE Sensitivity relative displacements are shown in Table F.2-1. The relative displacements are similar, negligibly influenced by the updated BE seismic input, and are far less than the space allocated; therefore there is no contact between the NI and the adjacent structures.
Table F.2-1. SCII Adjacent Structures BE Sensitivity Relative Displacement Comparison TPNP Soil Case North South Model East West Model Turbine Building Foundation to Nuclear Island (inches)
Top of Turbine Building to Nuclear Island (El.170+)
(inches)
Annex Building Foundation to Nuclear Island (inches)
Top of Annex Building to Nuclear Island (El.180+)
(inches)
BE Sensitivity 0.049 0.174 0.020 0.091 BE 0.050 0.159 0.023 0.081
Westinghouse Non-Proprietary Class 3 TPG-1000-S2R-807 231 of 231 Rev 4 F.3 Summary of Results and Conclusions F.3.1 Results Seismic SSI sensitivity analyses of the SCII Turbine Building First Bay and Annex Building were performed to assess the effect of the updated TPNP BE soil/rock, grouted rock, lean concrete, and engineered fill properties (Reference 12) on the SCII adjacent structures FRS at the ground surface.
Figures F.2-1 through F.2-4 compare the individual BE seismic FRS and the updated SSI sensitivity analysis, and both are compared to the Section 6.3 broadened TPNP SCII FRS. All of the individual and broadened TPNP FRS results are compared to the corresponding AP1000 FRS envelopes.
As shown in Figures F.2-1 through F.2-4, the sensitivity analysis results indicate that the FRS due to the updated properties from supplemental geotechnical data are very similar (within about + 10 percent) of the Section 6.3 FRS at the same SCII surface locations.
Also, and most importantly, the individual TPNP site-specific FRS and TPNP broadened FRS are enveloped by the AP1000 FRS envelope at all locations.
TPNP floor response spectra at the 2D Nuclear Island key nodes are compared in Figures F.2-5 through F.2-22, which are shown to be negligibly influenced by the updated TPNP BE seismic input and are enveloped by the corresponding 2D AP1000 envelope FRS.
Relative displacements at the base and top of the adjacent structures are presented in Table F.2-1 and indicate that there is no contact between the structures at the foundation and superstructure.
F.3.2 Conclusions Based on the results of the TPNP 2D SSI sensitivity analyses and comparisons with the initial design-basis SSI analysis results, the effect of the updated site characterization and site response data at Turkey Point Units 6&7 on the SCII Turbine Building First Bay and Annex Building adjacent structures FRS, the NI FRS, and relative displacement is considered negligible. Therefore, the previous design-basis SCII adjacent structures analysis results/conclusions presented in Section 6.3, Figures 6.3-1 through 6.3-4, Table 6.4-1 and described in Section 7.0 are considered still valid.

ML19003A372

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