Rev 0 to Design Analysis Ginna Station Containment Mat Design Water Level Elevation 265 ft,0 Inches.| ML17262A443 |
| Person / Time |
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| Site: |
Ginna  |
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| Issue date: |
10/04/1990 |
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| From: |
ROCHESTER GAS & ELECTRIC CORP. |
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| To: |
|
|---|
| Shared Package |
|---|
| ML17262A442 |
List: |
|---|
| References |
|---|
| EWR-5327-01, EWR-5327-1, EWR-5327-R, EWR-5327-R00, NUDOCS 9104240286 |
| Download: ML17262A443 (41) |
|
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[Table view] |
Text
Design Analysis Ginna Station Containment Mat Design Water Level Elev. 265'-0" ROCHESTER GAS AND ELECTRIC CORPORATION 89 EAST A%9HJE ROCHESTER, NEW YORK 14649 EWR I5327 Revision 0 August 27, 1990 Safety Review Changed or New Equipment/System Information Class by NSEL Re ires Co to Ginna. Check A licable Box ~1 ~YN Setpoints (Instrument, Relief Valve, Time Delay, Other) (2)
Operating Parameters 0 (Flow, Pressure, Temperature, Volume, Other) (2)
Operational Restrictions g (3)
NS&L review by: A Nuclear En ineer Date (1) If box is checked, mark "SR" is Safety Related.
"SS" if Safety Significant, or "NSR" if Non-Safety Related.
(2) If Safety Class 'is "SR" or "SS", review by NSQL is required.
(3) If box is checked, review by NSGL is required.
Prepared By: 8>7 Po Structural Engine r Date Reviewed By:
Structural Engineer Date Approved By:
Manager, St ural ~eering Date Page i 9i04240286 9104i5 r PDR ADOCK 05000244 p PDR
l REVE S EON STMUS SHEET Latest Latest Latest Page Rev. Page Rev. Page Rev.
21 Calculations:
0 10 12 13 14 15 16 17 18 Design Analysis EWR I5327 Page ii Revision 0 August 27, 1990
Desi n Anal sis 1.0 Ob ective To verify the adequacy of'he containment mat for hydrostatic loading due to a water level of elev. 265' 0fl 1 2.0 Desi n In uts 2.1 Drawing ID-421-001, Revision 6, 02/10/69, Reactor Containment Vessel Mat Foundation Elev. 233'-8" and Ring Girder.
2.2 Drawing ID-421-002, Revision 2, 11/22/66, Reactor Containment Vessel Mat Foundation Elev. 233'-8",
Reinforcement and Details.
3.0 Referenced Documents 3.1 R. E. Ginna Station Updated Final Safety Analysis Report, Revision 5, 12/89.
EWR I3645 Groundwater Level.
See body of calculations.
5.0 Com uter Codes STARDYNE Finite Element Analysis Program.
6.0 ~Anal sis See body of calculations.
7.0 Results The containment mat is structurally adequate for a groundwater level of Elev. 265'-0". For more details, see the calculation.
DWZ/099 Design Analysis Revision 0 Page 1 EWR I5327 August 27, 1990
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CDNTAINMKNT MAT HYDROSTATIC LOADS CONTOUR LEVELS MIN8. 1317K-82 A 8.1317E-B2 B 8. 1865E-81 C 8.3598K-BJ.
D 8.5338K-Qi E 8.7Q63E-Q1 F 8.8796K-81 G 8.1853 H 8.1226 I 8.1488 I t J 8.1573 AXQsi573 STARDYNE VECTOR NO J NORMAL .DISPLACEMENT M4 ~G.A
CQNTAINNKNT MAT HYMOSTATIC LOADS CONTOUR LEVELS MIN-1328.
A -1329.
3 -1191.
C -881.8
-662.7 E'443.6 F -224,5 G -5.464 H 213.6 I 432.7 J 651.8 AX 651.8 STARDYNE VECTOR NO 1 SIGMA' +3FACZ Wax-ca, Mve,i t ~, ass'
s, CONTAINNKNT NAT HYMOSTATIC LOAVES CONTOUR LEVELS MIN-239.4 A -239.4 B -193s9 C -157.'5 D -121.9 K -84.53 F -48.97 G -11.61 H
I J
24.85 61.32 T t 97.78 AX 97.78 STARDYNE VECTOR NO 1 SIGNA Y, +3FACE Warcg. wqsi gc. 245'
CONTAINMKNT MAT HYMOSTATIC LOADS CONTOUR LEVELS MIN-65i.8 A -65i.8 3 -432.7 C -2i3.6 D 5.4&4 E 224.5 F 443.6 Q 662.7 H 88i.8 I iiQi.
i32e.
AX i328.
STARDYNE VECTOR NO i SIGNA 2, -3FACE A(AT'QA Lc'461 '6 L. 'Z4S
/'
CONTAIHMKHT NAT HYMOSTATIC LOADS CONTOOR LEVELS NIN-97.78 A -97.78 B -61.32 C -24. 85 D ii.61 E 48.97 F 84.53 G 121.8 H 157.5 I 193.9 J 239,4 AX 238.4 STARDYHE VECTOR HO 1 SIGNA Y -3FACZ
+ I ~c. L-GYEl CL. 'L4,g
r CONTAINNKNT NAT HYMOSTATIG LOAVES CONTOUR LEVELS HINQ.i595E-82 1 Q.i595Z-Q2 3 8.2258K-Qi C 9.435?K-Qi 9.6456E-Qi K 9.8555K-Qi F Q.i965 G Q.i2?5 H Q.i485 I Q.i695 J Q.i995 AXQ.i985 STARSYNE VECTOR NO 2 NORNAL DISPLACEMENT
'g4~czc. MvaL ci. 27o'
CONTAINNKNT HAT HYDROSTATIC LOAM CONTOUR LEVELS MIN-1599.
-1599'.
B -1333.
C -196&.
D -892.6 K -537.3 F -272,S a -S.Si?
H 258.?
I 524.1 J 789.4 AX 7&9.4 STARDYNE VECTOR NO 2 SIGNA X +3FACE YVarcC rsvp~ cc.
Zgo'wK 5)Z7 oi 8/z7/so
CONTAINMENT MAT HYDROSTATIC LOADS CONTOUR LEVELS MIN-279.9 A -279.9 3 -234.9 C -199.7 D -146.5 E -192.4
'F -58.22 G -14.96 H 39. 19 W WWW I 74.26 J 118.4 AX 118.4 STARDYNE VECTOR NO 2 SIGMA '5 +3FACE M~iCQ. <eVei Gt.. Z,qO'
~ ~
+(
CONTAINMKNT NAT HYMOSTATIC LOAVES CONTOUR LEVELS MIN-789.4 A -V89.4 B -5M, l.
C -258.V D 6.6i?
K 2V2.9 F 53V.3 G 882.6 H 3.868.
I 1333. -+-- +
J 1599.
MAX 1599.
STARDYNE VECTOR NO 2 SIGNA X -3FACZ Wq( aa usyew
</Z7 ($ '6
COHTAIHMEHT MAT HYDROSTATIC LOADS CONTOUR LEVELS MIN-118.4 A -118.4
-74.26 C -39.19 D 14.96 K 58.22 F 192.4 G 146.5 H
I 199.?
234'. 9 T'
J 279.9 AX 279.9 STARDYHE VECTOR HO 2 SIGMA Y. -3FACE gA<ea mate<<~c..
Z7a'-m A- 5> <~ Pmu. Q
<I<'t IRQ
ATTACHMENT E Sheet¹ N I I O't+
MATERIALS ENGINEERING EXAMINAT!ON
SUMMARY
RECORD 6/87 77.54 Examination for: ISI: Maint: Other: g. FWR.
Site: G i>~~ ~~ad System: CnU~a) ~~~a V~S~4 ID: C c ~+I~~~~ LI HE~
Description:
TIJ <~ass'v <Q~ ~5 ~
Results Exam Exam Examiner Date G 0 R Remarks Type Rec. 4 e t e R 0 h j e m e g
r u~ gigot.S 0'8 l~ 0/ ~mC IC u~
~gP Sunup~~~
)L . ~~ ~oc ~ goMN)
Summarized 8 SNT Level~+8- Date 2<
Reviewed By: SNT Level i& Date - 44
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Sheet ¹ 916025 MATERIALS ENGINEERINS AND INSPECTION SERVICES ULTRASONIC THICKNESS RECORD Summary Sheet ¹ KR ) D 1 Site Ginna Station Procedure NDE 600- l2 Rev 2-T' 400 L i'ri e.r Id tK" Pro~ FLcer D: SheetIdE Ca 1 .
m +c.s'r new+
Exam for: I SI Csea Mai-t R/R Mod~ Other af <Co" ro.w Flic.
Remarks: caw ren en fS Mere. con Jed, ~ R~~ Foa+
Examiner: SNT Level:
Examiner: SNT Level:
zt Oh dW
.378 OiW O,,
D SIT ION:
EX INER'S SIGNATURE DATE 2.~Wc n9 EXAMINER'S SI NATURE DATE REVIEWED BY: ~* 3 PC
C MATERIALS ENGINEERING AND INSPECTION SERVICES (y!g ~T CALIBRATION RECORD FOR ULTRASONIC THICKNESS EXAMINATIONS (DIGITAL)
Summary Sheet ¹ 0 1+'
'inna Station Sys ld Date: ~b~r PIT ime: l31'3 ni'NT n n E incr: G L~ I' SNT Level:
Examiner: Cc r L- I- erna Level:
Instrument Type: k' 0 ~E. Calibration Verif ication Seri a I Number: +~ '0 0 Time 1313 (
'0 Initials Procedure: 600- Ver. Blk S/N:
UT NDE Rev iO Cg~
PDR ¹: G95 Coupl ant: I-+ ~aa S.U. Cable Search Units Length Manufacturer Acr c+r Type Serial No.
Size Non Freq MHz UT MEASUREMENT l.OQq ~3 Oeo~ O,go>O.~O< O.~0~ O,e<<OWCt 0 t99 O,O9V t 0 PHYSICAL DIMENSIONS O.too O.soO Oi700 o,>~
OtgoO o,zoo 0, too Ve loci ty: 2 34 in./sec.
REMARKS: ec Exam. Sheet, Nos.
E NER'S SIGNATURE DATE 25 M NER'TURE f. r E DATE % ~7 REVIEWED 8 SNT LEVEL DATE ~ @~'I l l
I' t
4 0
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