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 Changed or New Equipment/System Information Re ires Co to Ginna.Check A licable Box Setpoints (Instrument, Relief Valve, Time Delay, Other)0 Operating Parameters (Flow, Pressure, Temperature, Volume, Other)g Operational Restrictions NS&L review by: A Nuclear En ineer Safety Review Class by NSEL~1~YN (2)(2)(3)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: Reviewed By: Approved By: Structural Engine r Structural Engineer Manager, St ural~eering 8>7 Po Date Date Date Page i r 9i04240286 9104i5 PDR ADOCK 05000244 p PDR l

REVE S EON STMUS SHEET Page Latest Rev.Page 21 Latest Rev.Page Latest Rev.Calculations:

0 10 12 13 14 15 16 17 18Design 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.5.0 6.0 7.0 See body of calculations.

Com uter Codes STARDYNE Finite Element Analysis Program.~Anal sis See body of calculations.

Results The containment mat is structurally adequate for a groundwater level of Elev.265'-0".For more details, see the calculation.

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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 J 8.1573 AXQsi573 I t 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 24.85 I 61.32 J 97.78 AX 97.78 T t 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

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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+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 I 74.26 J 118.4 AX 118.4 W WWW 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.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 199.?I 234'.9 J 279.9 AX 279.9 T'STARDYHE VECTOR HO 2 SIGMA Y.-3FACE gA<ea mate<<~c..Z7a'-m A-5><~Pmu.Q<I<'t IRQ ATTACHMENT E

Sheet¹N 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 Type Rec.4 R e g G 0 R e t e 0 h j m e r Remarks u~gigot.S 0'8 l~0/~mC IC u~~gP Sunup~~~)L.~~~oc~goMN)Summarized 8 Reviewed By: SNT Level~+8-Date 2<SNT Level i&Date-44 lp V Sheet¹916025 MATERIALS ENGINEERINS AND INSPECTION SERVICES ULTRASONIC THICKNESS RECORD Summary Sheet¹KR)D 1 Ca 1.Sheet Remarks: Examiner: Examiner: Exam for: I SI caw ren en fS Mere.Site Ginna Station Procedure NDE 600-l 2 T'400 m Id+c.s'r new+L i'ri e.r D: E Rev 2-Id tK" Pro~FLcer af<Co" ro.w Flic.Csea Mai-t R/R Mod~Other con Jed,~R~~Foa+SNT Level: SNT Level: zt Oh dW.378 OiW O,, D SIT ION: EX INER'S SIGNATURE EXAMINER'S SI NATURE REVIEWED BY: DATE 2.~Wc n9 DATE~*3 PC C MATERIALS ENGINEERING AND INSPECTION SERVICES (y!g~T CALIBRATION RECORD FOR ULTRASONIC THICKNESS EXAMINATIONS (DIGITAL)Summary Sheet¹0 1+inna Station Sys ld E incr: G L~I'n n Date:~b~r PIT ime: l31'3 SNT Level: Examiner: Cc r L-I-erna ni'NT Level: Instrument Type: k'-0~E.Seri a I Number:+~'0 0 UT Procedure:

NDE 600-PDR¹: G95 S.U.Cable Rev Coupl ant: Calibration Verif ication 1313 ('0 Time Initials Ver.B l k S/N: iO Cg~I-+*:~aa Search Units Length Type Manufacturer Serial No.Size Non Freq MHz Acr c+r UT MEASUREMENT l.OQq~3 Oeo~O,go>O.~O<

O.~0~O,e<<OWCt 0 t99 O,O9V t 0 O.too PHYSICAL DIMENSIONS O.soO Oi700 o,>~OtgoO o,zoo 0, too Ve loci ty: 2 34 REMARKS: ec in./sec.Exam.Sheet, Nos.E NER'S SIGNATURE E NER'TURE f.REVIEWED 8 SNT LEVEL DATE 25 M r DATE%~7 DATE~@~'I l l I't 4 0 Il