ML17262A443

Rev 0 to Design Analysis Ginna Station Containment Mat Design Water Level Elevation 265 ft,0 Inches.

ML17262A443
Person / Time
Site:	Ginna
Issue date:	10/04/1990
From:	ROCHESTER GAS & ELECTRIC CORP.
To:
Shared Package
ML17262A442	List: ML17262A440 ML17262A443 ML17309A459
References
EWR-5327-01, EWR-5327-1, EWR-5327-R, EWR-5327-R00, NUDOCS 9104240286
Download: ML17262A443 (41)

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

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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.

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AX i328.

STARDYNE VECTOR NO i SIGNA 2, -3FACE A(AT'QA Lc'461 '6 L. 'Z4S

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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

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-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.

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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'

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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.

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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

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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

lp V

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

Il