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

REVES EON STMUS SHEET Page Latest Rev.

Page 21 Latest Rev.

Page Latest Rev.

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.

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.

DWZ/099 Design Analysis EWR I5327 Page 1

Revision 0

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.

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-662.7 E'443.6 F

-224,5 G

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213.6 I

432.7 J

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CONTAINNKNT NAT HYMOSTATIC LOAVES CONTOUR LEVELS MIN-239.4 A

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-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

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SIGNA Y, +3FACE Warcg. wqsi gc. 245'

CONTAINMKNT MAT HYMOSTATIC LOADS CONTOUR LEVELS MIN-65i.8 A

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84.53 G

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157.5 I

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CONTAINMENT MAT HYDROSTATIC LOADS CONTOUR LEVELS MIN-279.9 A

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-199.7 D

-146.5 E

-192.4

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-14.96 H

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882.6 H

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-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+

MATERIALSENGINEERING EXAMINAT!ON

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l31'3 SNT Level:

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