ML20214U053
| ML20214U053 | |
| Person / Time | |
|---|---|
| Site: | Vogtle  |
| Issue date: | 09/19/1986 |
| From: | Bailey J GEORGIA POWER CO., SOUTHERN COMPANY SERVICES, INC. |
| To: | Youngblood B Office of Nuclear Reactor Regulation |
| References | |
| GN-1081, NUDOCS 8609300489 | |
| Download: ML20214U053 (8) | |
Text
_ _ - _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ -
Georgia Pbwer Company o.
Pbst Offico Box 282 Waynesborn Georgia 30830 Telephone 404 554-9961 404 724-8114 Southern Company Services, Inc.
Post Office Box 2625 Birmingham, Alabama 35202 Telephone 205 870-6011 y
gpg September 19, 1986 Director of Nuclear Reactor Regulation File: X3BL01 Attention:
B. J. Youngblood Log:
GN-1081 Licensing Branch #4 Division of Licensing U. S. Nuclear Regulatory Commission Washington, D.C.
20555 NRC DOCKET NUMBERS 50-424 AND 50-425 CONSTRUCTION PERMIT NUMBERS CPPR 108 AND CPPR-109 V0GTLE ELECTRIC GENERATING -PIANT - UNITS 1 AND 2 EQUIPMENT QUALIFICATION
Dear Mr. Denton:
Confirming our discussions with your staff on September 10, 1986 we are planning to revise FSAR Figure 3.11.B.1-1 (sheet 9 of 12) for equipment qualification.
In support of our revision, we are providing the results (Figures 1 and 2) of our "COPATIA" analysis showing the effect with and without 8% revaporation on containment temperature.
The_ case provided is for a main steam line break that resulted in the highest containment temperature. The peak containment temperature for this case without revaporation was within 3*F of the results provided in the VEGP FSAR, Chapter 6 (figure 6.2.1-33).
Similar results were achieved for the LOCA analysis. These results were performed with the Bechr.el standard computer code "COPATTA." Also enclosed is an input listing (Table 1) for use with the
" CONTEMPT" code to expedite your review.
Should you require additional information, please let us know.
Sincerely, 4
J. A. Bailey Project Licensing Manager JAB /sm Attachment xc List attached.
4 B609300409 860919 l
POR ADOCK 0500 4
A
Director of Nuclear Reactor Regulation File: X3BLO1 September 19, 1986 Log:
GN-1081 Page 2 sc w/att.:
R. E. Conway R. A. Thomas B.' W. Churchill, Esquire J. E. Joiner, Esquire M. A. Miller L. T. Gucwa G. Bockhold, Jr.
B. Jones, Esquire O. Batum R. W. McManus D. Feig NRC Regional Administrator NRC Resident Inspector 0728V
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9002 40.0 0.10 0.0 40 20 0 10 9003 120. 0.20 0.0 60 30 0 10 9004 300.0 0.50 0.0 60 30 0 10 9005 600.0 1.00 0.0 60 30 0 10 9006 2E3 5.0 0.0 100 50 0 10 9007 4E3 10.0 0.0 100 50 0 10 4000 FT3 FT3 DEGF LBF/IN2 FT2 FT SEC-1 40021 OUT B.25E6 0.0 120. J20.14.7 0. O. O. O. O. O.
40031 DRY 2.75E6 0.0 120.0 120.0 17.7 0.5 0.0 0.0 1.0 0. O. -1.0 1.0 1010 ' BLOW DOWN DATA' 1011 3 ATM 1.0 1.0 1 VAP 1
100101 SEC LEM/HR ETU/LBM 0 I.
100102 0.0 3.85720E6 1191.9 100103 2.0 5.85720E6 1191.5 100104 4.0 5.7384026 1192.6 100105 6.0 5.6?O40E6 1192.7 i
100106 e.0 5.54760E6 1194.0 100107 10. 5.47?20E6 1193.5 100106 12. 5.42160E6 1192.5 100109 14. 5.37aSOE6 1194.9 100110 16. 5.34240E6 1194.7 100111 16. 5.31360E6 1195.1 100112 20. 5.30260E6 1195.!
100113 22. 5.64120E6 1192.4 100114 24. 5.66050E6 1131.6 100115 26. 6.03720EG 11I1.4 100116 29. 6.12720E6 1191.
100117 30. 6.15600EG 1150.6 100119 40. 5.9E320E6 119".3 100119 50. 5.70600E6 1193.7 100120 60. 4.67600E6 1197.e 100121 70. 2.87260E6 1202.6 100122 90. 3.4590 BEG 1203.6 100123 90. 3.21122E6 120?.E 100124 100. 3.05E56E6 1204.1 100125 110. 2.93364E6 1204.2 100126 120. 2.82312E6 1204.4 100127 130. 2.71764E6 1204.4 100128 141. 2.61648E6 1204.5 100129 150. 2.54196E6 1204.5 100130 160. 2.46616E6 1204.3 100131 170. 2.40012E6 1204.4 100132 180. 2.33920E6 1204.3 100133 190. 2.2870SE6 1204.3 100134 200. 2.24316E6 1204.3 100135 210. 2.20716E6 1204.0 100136 220. 2.17800E6 1204.1 100137 230. 2.15532E6 1204.1 100138 240. 2.1376eE6 1204.1 100139 250. 2.12400E6 1202.9 100140 260. 2.11294E6 1204.0 100141 270. 2.00085E6 1203.7 100142 2?O. 1.8208SE6 1203.0 100143 290. 1.55652E6 1202.0 100144 200. 1.20572E6 1193.6 100145 310. 1.00620E6 1196.1 100146 320. 7.76880E5 11?1.4 100147 330. 6.256SOE5 1157.6
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800000 L8F/IN2 SEC LBM/HR DEGF FT2 BTU /HR-FT2-DEGF BTU /HR 800100 3 1 0 0. O. 0 600101 0. O.O. O.O.O.O.
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200103 180. 1.28E6 0.82 1.0 0. O. 140.
800104 2000. 1.2SE6 0.82 1.0 0. O. 140.
91001 90.50 2000.0 SEC 0.0 3 1-100111 DEGF BTU /HR 0 120. -24.4E6 145. -53.2E6 170. -e4.44E6 100112 195. -117.96E6 220.0 -151.36E6 245.0 -155.04E6 100113 270. -E2C.52E6 400. -220.52E6 1000001 FT ETU/SEC DEGr 1010000 ' REACTOR EU:LDING DOME' 1010001 72 1 0. O. 100 0.01 0 1010002 0 SEC 0.0 FT2 1.0 3 2 0 1010200 0 2 1010201 0.00008 3 0.00007 6 0.002604 14 0.000034 40 0.127 71 1010301 6 3 1 6 2 14 5 40 3 71 101C401 0. 3 C. 6 0. 14 0, 40 C. 71 1010601 120. 3 120. C 120. 14 120. 40. 120. 71 1011100 2 2 50 1 1020000 ' F.EAOTOR SUI LC ING CYLINDE*,. ABO'.'E GROUND' 1020001 64 1 0. C. 100 0.01 0 1320002 0 SEC 0. FT2 1.0 3 2 0 1020200 0 2 10202010.000105 2 0.00347 E 0.0300363 32 0.127 63 1020301 1 2 2 8 5 32 3 63 10'0401 0. 20. E 0. 32 0, 6?
1010601 120. 2 120. 8 120. 32 120. 63 1021100 22501 1030000 ' REACTOR BUILDING CYLINDER. UNDER GROUND' 1030001 64 1 0.0 0.0 100 0.01 0 1030002 0 SEC 0.0 FT21.0 3 2 0 1030200 0 2 1030201 0.000105 2 0.00347 8 0.0000363 32 0.127 63 1030301 1 2 2 8 5 32 3 63 1030401 0. 2 0. 8 0. 32 0. 63 1030601 120. 2 120. 8 120, 32 120, 63 1031100 2 2 0 1 1040000 ' REACTOR BASEMENT WITH FILLER SLAB' 1040001 100 1 0. 0.0 100 0.01 0 1040002 0 SEC 0.0 FT2 1.0 3 2 0 1040200 0 2 l
1040201.00026 6.065 45.000435 50.000105 52.00347 53.0:0425 GC.27 ?!
1040301 6 6 3 40 5 50 1 52 2 SE 5 60 2 99 10404C1 0. 6 0. 49 0. 50 0. 52 0. 59 0. 60 0. 99 1040601 120. 6 120. 43 120. 50 120. 52 120. 59 120. 60 120. ??
1041100 3 3 0 1 10500C0 ' PEA 0 TOR CAVITY WALLS' 1050001 E4 1 0. O. 100 0.0".0 1053002 0 3EC 0. FT21.C 2 2 0 1050200 0 2
6 1050201 0.003105 2 0.00 25 3 0.00011 16 0.119 E3
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.6645Ih22*5h6*82. I6 5. e3 2 07 1050601 120. 2 120. 8 120. 16 120. 23 1051100 2 2 2 2 1060000 'REA0TCR CAU:TY EOTTOM' 10600C1 95 1 0. 0.0 100 0.01 0 1060002 0 SEC 0. FT2 1.0 3 2 0 1060200 0 2 1060201.00026 6.0265 44.000435 46.00011 46.00347 54.000435 56.211 ?4 1060301 6 6 3 44 5 46 1 45 2 54 5 56 3 94 1060401 0. 6 0. 44 0. 46 0. 48 0, 54 0. 56 0. 94 1060601 120. 6 120. 44 120. 46 120. 48 120. 54 120 56 120. 94 1061100 3 3 0 1 1070000 ' REFUELING CANAL' 1070001 66 1 0. O. 100 0.01 0 1070002 0 SEC 0. FT2 1.0 3 2 0 1070200 0 2 1070201 0.00347 6.0000395 28.1295 61.000283 65 1070301 4 6 5 28 3 61 6 65 1070401 0. 6 0. 28 0. 61 0. 65 1070601 120. 6 12?. 22 120. 61 120. 65 1071100 2 2 2 2 10?C000 ' PRIMARY EHIELD' 10E0001 93 1 0. O. 100 C.01 0 1080002 0 EEC 0. FTZ 1.0 3 2 0 10E0200 0 2 10802010.0000525 4 0.003919 0.000029 49 0.2307 SE 0.000233 92 1090301 1 4 2 15 5 45'? 85 6 92 1050401 0. 4 0. is 0. 49 0. SS 0. 92 1080601 12C. 4 120. 19 120. 49 120. 89 120. 92 1081100 2 2 2 2 1090000 ' SUMPS' 1090001 66 1 0. O. 100 0.01 0 1090002 0 SEC 0 FT21.0 3 2 0 1090200 0 2 1090201.00336 4.000435 6.0652? 21.000435 23.00521 27.00:425 23.151 65 1090201 4 4 5 6 3 21 5 23 2 27 5 29 3 65 1090401 0. 4 0. 6 0. 21 0. 23 0. 27 0. 29 0. 65 109060*. 120. 4 120. 6 120. 21 120. 23 120. 27 120. 29 120. 65 1091100 3 3 0 1 1100000 'M:5. INTERICR CONCRETE. THICKNESS
.LE.
36 INCH' 1100001-45 1 0. O. 100 0.01 0 1100002 0 SEC 0. FT2 1.0 3 2 0 1100200-0 2 2
1100001.000257 6 0.043 44 1100301-6 6 3 44 1100401 0. 6 0. 44 1100601 120. 6 120. 44 1101100 2 2 0 1 1110000 ' MIS. INTERIOR CONCRETE. THICKNESS.LE. 3G INCH.EFOXY.LE. 0.5 MIL 1110001 47 1 0. O. 100 0.01 0 1110002 0 SEC 0. FT2 1.0 3 2 0 1110200 0 2 1110201.00019 6.033 46 1110301 6 6 3 46 1110401 0. 6 0. 46 1110601 120.'E 120. 46 1111100 2 201 1120000 ' MIS INTERIOR CONCRETE. THICKNESS.LE.
36 INCH.EFOXY.LE.
18.5 M L' 1120001 47 1 0. O. 100 0.01 0 i
1120002 0 SEC 0. FT2 1.0 3 2 0 1120200 0 2 1120201.00026 6.039 40 1120301 6 6 3 40 11204: 1C. 60. 4C
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6 1120631 120. 6 120. 40 1121100 2 2 0 1 1130000 'MIE. INTERIOR CONCRETE. THICKNESS
.GT.
36 INCH' 1130001 53 1 0. O. 100 0.01 0 1130002 0 SEC 0. FT2 1.0 3 2 0 1130200 0 2 1130201.000257 6.139 52
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1130301 6 6 3 52 1130401 0. 6 0. 52 1130601 120. 6 120. 52 1131100 2 2 0 1 1140000 ' MIS INTERIOR CONCRETE. THICKNESS.GT. 36 INCH. EPOXY.LE. 18.5 MIL' 1140001 52~1 0. O. 100 0.01 0 1140002 0 SEC 0. FT2 1.0 3 2 0 1140200 0 2 1140201.0000257 6.111 51 1140301 6 6 3 51 1140401 0. 60. 51 1140601 120. 6 120. 51 1141100 2 2 0 1 1150000 ' MIS. STRUCTURAL CARBON STEEL.THICKNE?S
.LT. 0.5 INCH' 1150001 14 1 0. O. 1Gr 0.01 0 1150002 0 SEC 0. FT2 1.0 3 2 0 1150200 0 2 1150201.0000525 4.0017S 13 1153301 1 4 2 13 1150401 0. 4 0. 13 1150601 120. 4 120. 13 1151100 2201 1160000 ' MIS. STRUCTURAL CARBCN STEEL. THICKNESS IN-BETWEEN 0.5 & 1.0 INCH" 1160001 20 1 0. O. 100 0.01 0 1160002 0 SEC 0.
FT2 1.0 3 2 0 1160200 0 2 1160201.0000525 4.00327 19 1160301 1-4 2 19 1160401 0. 4 0. 19 1160601 120. 4 120. 19 1161100 2 2 0 1 1170000 ' MIS. STRUCTURAL CARSON STEEL. THICKNESS.GT. 1.0 INCH' 1170001 24 1 0. O. 100 0.01 0 1170002 0 SEC 0. FT2 1.0 3 2 0 1170200 0 2 1170201.0000525 4.00656 23 1170301 1 4 2 23 1170401 0. 4 0. 23 1170601 120. 4 120. 23 1171100 2 2 0 1 s
F 1000000 BTU /HR-FT-DEGF BTU /FT3-DEGF 1000111 1.0 20. 25. 54. 0.8 28.35 10.0 54.0.0174.0103
.5 31.2 READY.