Text

Rev. 21 to Updated Final Safety Analysis Report, Chapter 3, Figures
	ML22278A216
Person / Time
Site:	Limerick
Issue date:	09/19/2022
From:	; Constellation Energy Generation
To:	; Office of Nuclear Reactor Regulation
Shared Package
ML22278A223	List: ML22278A202; ML22278A203; ML22278A204; ML22278A205; ML22278A206; ML22278A208; ML22278A209; ML22278A210; ML22278A211; ML22278A212; ML22278A215; ML22278A216; ML22278A217; ML22278A218; ML22278A219; ML22278A220; ML22278A221; ML22278A222; ML22278A224; ML22278A225; ML22278A226; ML22278A227; ML22278A228; ML22278A229; ML22278A230; ML22278A231; ML22278A232; ML22278A233; ML22278A234; ML22278A235; ML22278A236; ML22278A237; ML22278A238; ML22278A239; ML22278A240; ML22278A241; ML22278A242; ML22278A243; ... further results
References
	Download: ML22278A216 (166)
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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail B design features, dimensions, and as*built condition of the structures, see design drawing number(s):
8031*C*251 for Unit 1, and 8031*C*265 for Unit 2.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER WALL A REINFORCEMENT (SHEET 2 OF 5)
FIGURE 3.8-15 8 7 6 5 4 3 2
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B LIMERICK GENERATING STATION NOTE: UNITS 1 AND 2 This UFSAR figure is provided to delineate the primary (typical) UPDATED FINAL SAFETY ANALYSIS REPORT structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures.
For detail deSign features, dimensions, and as-built condition of SUPPRESSION CHAMBER WALL A the structures, see design drawing number(s): 8031-C-2S2 for REINFORCEMNT Unit 1 and 8031-C-266 for Unit 2.
(SHEET 3 OF 5)
FIGURE 3.8-15 8 7 6 5 4 3 2
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B NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied LIMERICK GENERATING STATION upon to perform the safety related functions of the subject structures. For detail design features, dimensio~s, and as-built UNITS 1 AND 2 condition of the structures, see design drawing number(s): 8031-C-254 for Unit 1, and 8031-C*268 for Unit ~.
UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER WALL A REINFORCEMENT (SHEET 4 OF 5)
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B LIMERICK GENERATING STATION UNITS 1 AND 2
- UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER WALL A REINFORCEMENT (SHEET 5 OF 5)
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LIMERICK GENERATING STATION WALL NOTE: UNITS 1 AND 2 TYPICAL WALL SECTION UPDATED FINAL SAFETY ANALYSIS REPORT This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail DRYWELL WALL REINFORCEMENT A design features, dimensions, and as-built condition (SHEET 1 OF 17) of the structures, see design drawing number(s):
8031-C-866.
FIGURE 3.8-16 8 7 6 5 4 3 2
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NOTE: LIMERICK GENERATING STATION UNITS 1 AND 2 This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the UPDATED FINAL SAFETY ANALYSIS REPORT pRYW£L.'- \-VA£.£. ££.eVATION safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see LAYeR No. I (0'-180')
design drawing number(s): 8031-C-850 for Unit 1 and 8031-C-980 for DRYWELL WALL REINFORCEMENT A Unit 2. VIEW FROM OUTSIDE. (SHEET 2 OF 17)
FIGURE 3.8-16 8 7 6 5 4 3 2
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NOTE: LIMERICK GENERATING STATION UNITS 1 AND 2 This UFSAR figure is provided to delineate the UPDATED FINAL SAFETY ANALYSIS REPORT primary (typical) structural concepts, arrangements, DRYW{LL WALL cUVATION and elements relied upon to perform the safety related functions of the subject structures. For detail LA YER No, I (180"- 360*)
design features, dimensions, and as-built condition DRYWELL WALL REINFORCEMENT A
of the structures, see design drawing number(s): VIEw FROM OUTSIDE (SHEET 3 OF 17)
S031-C-S51 for Unit 1, and S031-C-9S1 for Unit 2.
FIGURE 3.8-16 B 7 6 5 4 3 2
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/06' UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT NOTE:
DRYW£I-I- WAL..L £LeVATlQN This UFSAR figure is provided to delineate the primary (typical) structural DRVWELL WALL REINFORCEMENT A concepts, arrangements, and elements relied upon to perform the safety £A Yet< NS 2 (0°- I gO* ) (SHEET., OF 17) related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing VIEW FROI'1 OUT5ID~
number{s): 8031-C-8S2 for Unit 1, and 8031-C-982 for Unit 2. FIGURE 3.8-16 8 7 6 5 4 3 2
H I
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",:I LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT NOTE:
QRYW{LL WALL eLeVATION This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to LAYE.R N. z (flfOo- .360*)
DRYWELL WALL REINFORCEMENT A perform the safety related functions of the subject structures. (SHEET 5 OF 17)
For detail design features, dimensions, and as-built condition of VIEW f.7$'Q.;11 OUTSIDE the structures, see design drawing number(s): a031-C-853 for Unit 1 and a031-C-983 for Unit 2. FIGURE 3.8-16 8 7 6 5 4 3 2
H G
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D~TAIL Z. OWG. C* UI LAYER No.3 (0°- 180*)
VIEW fROM OvrSIDE B
LIMERICK GENERATING STATION NOTE: UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures.
For detail design features, dimensions, and as-built condition of DRYWELL WALL REINFORCEMENT A
the structures, see design drawing number(s): 8031-C-854 for (SHEET 6 OF 17)
Unit 1 and 8031-C-984 for Unit 2.
FIGURE 3.8-16 8 7 6 5 4 3 2
H G
F E
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c DRYWELL WALL ELEVATION 0
LA YER Nt> . .3 (180'- 36( )
VIEW FROM OUTSIDE KEY PLAN NOTES*
I FOR GENERAL NOTES SEE DW(j C-247.
REFERENCE DWGS.
2 ALi.. REINFORCING STEEL SHOwA/ ON THIS aWG. AHe ~18 S. l/N'-ESS OTHERwISE NOTED.
B 3. ,t:OIf TYPICtJL ~NeT"ATION LAYOUT, 5~l!
NOTE: DETAIL 2, DWG c- 251.
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to LIMERICK GENERATING STATION perform the safety related functions of the subject structures. UNITS 1 AND 2 For detail design features, dimensions, and as-built condition of UPDATED FINAL SAFETY ANALYSIS REPORT the structures, see design drawing number(s): 8031-C-855 for Unit 1 and 8031-C-985 for Unit 2.
DRYWELL WALL REINFORCEMENT A
(SHEET 7 OF 17)
FIGURE 3.8-16 8 7 6 5 4 3 2
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B This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. DRYWELL WALL ELEVATION For detail design features, dimensions, and as-built condition of 'AY£I<' No.4 (0"-180*)
the structures, see design drawing number(s): 8031-C-856 for LIMERICK GENERATING STATION Unit 1 and 8031-C-986 for Unit 2. VIEW FROM OVTSID£ UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT A
(SHEET 8 OF 17)
FIGURE 3.8-16 8 7 6 5 4 3 2 1
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B This UFSAR figure is provided to delineate the primary. (typical) structural concepts, arrangements, and elements reiled upon to perform the safety related function.s of the subject.strucl!J~es. pRYWLL WALL eLeVA TION For detail design features, dimensions, and as-built condition of LAYER No. ~ ('11:>'-"360°)
the structures, see design drawing number(s): S031-C-S57 for Unit 1 and S031-C-9S7 for Unit 2. VIEW FROM OUTSIDE LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL REINFORCEMENT A
(SHEET 9 OF 17)
FIGURE 3.8-16 S 7 6 5 4 3 2
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LIMERICK GENERATING STATION This UFSAR figure is provided to delineate the primary (typical) UNITS 1 AND 2 structural concepts, arrangements. and elements relied upon to UPDATED FINAL SAFETY ANALYSIS REPORT perform the safety related functions of the subject structures.
For detail design features, dimensions, and as-built condition of 0RrW£LL WA4L EL;VATION the structures, see design drawing number(s): 8031*C-858 for Unit 1 and 8031-C-988 for Unit 2. LAyell No . .:s '0"01"'") DRYWELL WALL REINFORCEMENT A VIEw' Ff'.()t1 QUPIDE (SHEET 10 OF 17)
FIGURE 3.8-16 8 7 6 5 4 3 2
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NOTE: LIMERICK GENERATING STATION UNITS 1 AND 2 This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to UPDATED FINAL SAFETY ANALYSIS REPORT perform the safety related functions of the subject structures.
For detail design features, dimensions, and as-built condition of DRYWcLL WA{.L eLeVATION the structures, see design drawing number(s): 8031-C-859 for DRYWELL WALL REINFORCEMENT A Unit 1 and 8031-C-989 for Unit 2: LAYE R No. S (,*,'- :J("o")
(SHEET 11 OF 17)
VIEW FRa-t OUTSIDE FIGURE 3.8-16 8 7 6 5 4 3 2
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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to PRYW':4L WALL £L'VA r/QN LIMERICK GENERATING STATION perform the safety related functions of the subject.structu!~s. UNITS 1 AND 2 For detail design features, dimensions, and as-built condition of i.AYU~ No. <0 (0'-1\10')
the structures, see design drawing number(s): 8031-C-860 for UPDATED FINAL SAFETY ANALYSIS REPORT VIEW FROM OUTSIDE Unit 1 and 8031-C-990 for Unit 2.
DRYWELL WALL REINFORCEMENT A
(SHEET 12 OF 17)
FIGURE 3.8-16 8 7 6 5 4 3 2
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This UFSAR figure is provided to delineate the primary (typical) LIMERICK GENERATING STATION structural concepts, arrangements, and elements relied upon to D'::;WW§LL WAg E " VA TlqN UNITS 1 AND 2 perform the safety related functions of the subject structures. (190' %<)')
For detail design features, dimensions, and as-built condition of LAyER No.6 UPDATED FINAL SAFETY ANALYSIS REPORT the structures, see design drawing number(s): 8031-C-861 for Vlf:W FROM OUTSIDE Unit 1 and 8031-C-991 for Unit 2.
DRYWELL WALL REINFORCEMENT A (SHEET 13 OF 17)
FIGURE 3.8-16 8 7 6 5 4 3 2
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NOTeS:
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NOTE:
This UFSAR figure is provided to delineate the primary (typical) LIMERICK GENERATING STATION structural concepts, arrangements, and elements relied upon to DRyweLL. WAL~ £L£. VA TION perform the safety related functions of the subject structures. rOO-I J UNITS 1 AND 2 For detail design features, dimensions, and as-built condition of LAYER No.7 UPDATED FINAL SAFETY ANALYSIS REPORT the structures, see design drawing number(s): 8031-C-8S2 for VIEW f(Z()M oJT5\DE Unit 1 and 8031-C-992 for Unit 2.
DRYWELL WALL REINFORCEMENT A (SHEET 14 OF 17)
FIGURE 3.8-16 8 7 6 5 4 3 2
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This UFSAR figure is provided to delineate the primary (typical) QRYW44L WALL ,""VAT/ON structural concepts, arrangements, and elements relied upon to (,80" - 3"'" )
LAYER No.1 LIMERICK GENERATING STATION perform the safety related functions of the subject structures. UNITS 1 AND 2 For detail design features, dimensions, and as-built condition of VIEW FROM oun;I~E UPDATED FINAL SAFETY ANALYSIS REPORT the structures, see design drawing number(s): 8031-C-863 for Unit 1 and 8031-C-993 for Unit 2.
DRYWELL WALL REINFORCEMENT A
(SHEET 15 OF 17)
FIGURE 3.8-16 8 7 6 5 4 3 2
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UPDATED FINAL SAFETY ANALYSIS REPORT This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to PRYWeLL WALL £L£ VA TIQN DRYWELL WALL REINFORCEMENT A perform the safety related functions of the subject structures.
For detail design features, dimensions, and as-built condition of LAYER NO,8 (SHEET 16 OF 17) the structures, see design drawing number(s): 8031-C-864 for (0°-180°)
Unit 1 and 8031-C-994 for Unit 2.
YIEW FROM OUTS' DE FIGURE 3.8*16 8 7 6 5 4 3 2
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Unit 1 and 8031-C-995 for Unit 2.
vIEW FROM Ol\..T5I D E. FIGURE 3.8-16 8 7 6 5 4 3 2
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LIMERICK GENERATING STATION UNITS 1 AND 2 TYP/CRL cLeV~TION UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL LINER PLATE A
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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s):
8031-C-253.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER WALL REINFORCEMENT DETAIL AT TYPICAL PENETRATION FIGURE"".
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(SHEET 1 OF 8)
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PIPE PENETRATION DETAILS (SHEET 4 OF 8)
FIGURE 3.8-21
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FIGURE 3.8-21
NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-283.
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FIGURE 3.8-21
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TO r£ CONTAINMENT This UFSAR figure is provided to delineate the primary (typical) structural concepts arrangements, and elements relied upon to perform the safety related functions of the subject structures, For detail design features, dimensions, and as-built condition of the structures, see TYP design drawing number(s): 8031-C-283,
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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the BEAM SEAT EMBEDMENT structures, see design drawing number(s): 803i-C-286.
FIGURE 3.8-24
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P l A N LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to PIPE WHIP RESTRAINT perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the EMBEDMENT structures, see design drawing number(s): 8031-C-289.
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LIMERICK GENERATING STATION This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to UNITS 1 AND 2 perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the UPDATED FINAL SAFETY ANALYSIS REPORT structures, sec design drawing number(s): 8031-C-286.
SEISMIC TRUSS SUPPORT (EMB~DMENT)
FIGURE 3.8-26
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LOADS DUE I TO PIPE RUPTURE BOUNDARY A --..:..,' \
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BOUNDARY B LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT BASE FOUNDATION SLAB ANALYTICAL MODEL FIGURE 3.8-29
BOUNDARY D BOUNDARY C BOUNDARY A (VERTICAL SYMMETRY PLANE) z BOUNDARY B LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT EQU IPM ENT HATCH ANALYTICAL MODEL FIGURE 3.8*30
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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related funciions of the subje-ct structures. For detail design features, 'dimensions, ,and as-built condition of the structures, see design drawing number(s):' 8031-C-290. DRYWELL HEAD FIGURE 3,8-31
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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-2BB. EQUIPMENT HATCH FIGURE 3.8*32
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NOTE:' LIMERICK GENERATING STATION This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the UNITS 1 AND 2 structures, see design drawing number(s): 8031-C-288. UPDATED FINAL SAFETY ANALYSIS REPORT EQUIPMENT HATCH WITH PERSONNEL LOCK FIGURE 3.8-33
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LIMERICK GENERATING STATION This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the UNITS 1 AND 2 structures, see deSign drawing number(s): 8031-C-287. UPDATED FINAL SAFETY ANALYSIS REPORT CONTROL ROD DR IVE REMOVAL HATCH FIGURE 3.8-34
BOUNDARY B DRYWELL HEAD MODEL LOWER FLANGE MODEL BOUNDARY A NOTE:
CROSS-HATCHED AREAS ARE MODELLED AS ORTHOTROPIC LAYERS.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT ANALYTICAL MODEL OF DRVWELL HEAD ASSEMBLY FIGURE 3.8-36
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(SHEET 1 OF 3)
FIGURE 3.8-36 8 7 6 5 4 3 2
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structures, see design drawing number(s): (SHEET 2 OF 3) 8031-C-260.
FIGURE 3_8-36 8 7 6 5 4 3 2
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FIGURE 3.8-36
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8031-C-294.
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S031-C-25S.
TYPE II' JIA 11" A HAS NO BEARING PU,TE 5£CTION-@ LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR VESSEL AND REACTOR SHIELD WALL BASE CONNECTIONS (SH EET 1 OF 2)
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NOTE:
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DIAPHRAGM SLAB (SHEET 1 OF 3)
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REACTOR PEDESTAL REINFORCEMENT ABOVE DIAPHRAGM SLAB (SHEET 2 OF 3)
FIGURE 3.8-39
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REACTOR PEDESTAL REINFORCEMENT ABOVE DIAPHRAGM SLAB (SHEET 3 OF 3)
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DIAPHRAGM SLAB ANALYTICAL MODEL FIGURE 3.8-44
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BOUNDARY B BOUNDARY C LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT BOUNDARY A ANALYTICAL MODEL FOR UPPER REACTOR PEDESTAL FIGURE 3.8~
-~ BOUNDARY B SEISMIC TRUSS (MODELED FOR NON - AXISYMMETRIC LOADS ONLY)
LIMERICK GENERATING STATION UNITS 1 AND2
~. BOUNDARY A UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR SHIELD WALL ANALYTICAL MODEL FOR "FINEL" AND "ASHSO" PROGRAMS FIGURE 3.8-4&7
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'BASEMAT LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER COLUMN SEISMIC MODEL FIGURE 3.8-50
COLUMN (TYPICAL)
BOUNDARY A x
BOUNDARY B LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER COLUMN ANALYTICAL MODEL FOR "CE668" PROGRAM FIGURE 3.8-51
R = PIPE RUPTURE LOAD LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SEISMIC TRUSS ANALYTICAL MODEL FOR "STRESS" PROGRAM FIGURE 3.8-52
NOTE:
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For detail design features, dimensions, and as-built condition of the structures. see design drawing number(s): 8031-C-771 and 8031-C-772
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SPRAY POND EXCAVATION A This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements PLAN VIEW relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-1102.
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UNITS 1 AND 2 This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, .and elements relied u~on to UPDATED FINAL SAFETY ANALYSIS REPORT perform the safety related functions of the subject structures. For detail design features, dimenSions, and as-built condition of the structures. see design drawing number(s): 8031-C-1103.
SPRAY POND EXCAVATION AND GRADING SECTIONS AND DETAILS (SHEET 1 OF 2)
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT NOTE:
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S~CT(ON 5ECTION LIMERICK GENERATING STATION UNITS 1 AND 2 NOTE: UPDATED FINAL SAFETY ANALYSIS REPORT This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of RADWASTE ENCLOSU RE A the subject structures. For detail deSIgn features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-505 and -557. FOUNDATION DETAILS FIGURE 3.8-59 8 7 6 5 4 3 2
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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s):
8031-C-101 and -102.
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B LIMERICK GENERATING STATION I UNITS 1 AND 2 L-1r-l UPDATED FINAL SAFETY ANALYSIS REPORT
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FIGURE 3.8-62
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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of SPRAY POND PUMP STRUCTURE the structures, see design drawing number(s): 8031-C-1133.
FOUNDATION DETAI LS (SHEET 2 OF 2)
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8031-C-308 and -407.
FIGURE 308-63 8 7 6 5 4 3 2
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UNITS 1 AND 2 NOTE: UPDATED FINAL SAFETY ANALYSU HEPOAT This UFSAA figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and MISCELLANEOUS STRUCTURES as-built condition of the structures, see design drawing number(s): FOUNDATION DETAILS 8031-C-43.
(SHEET 2 OF 5)
FIGURE 3.8-84
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MISCELLANEOUS STRUCTURES FOUNDATION DETAILS (SHEET 3 OF 5)
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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related MISCELLANEOUS STRUCTURES functions of the subject structures. For detail design features, dimensions, and FOUNDATION DETAI LS as-buill condition of the structures, see design drawing number(s): 8031-C-l063 and-l064. {SHEET 4 OF 5}
FIGURE 3.8-64
NOTE:
This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s):
8031-C-1064.
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FIGURE 3.8-64
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FIGURE 3.8-61
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FIGURE 3.8-67
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL (ASHSD PROGRAM, SAMPLE PROBLEM B)
FIGURE 3.8-68
AXIAL MOMENT (LB/IN) 0.4 .....-_r------,,.-_r---.--.--.--.--.--.-------.,,
O~yv~~~~~~~~~
/--
0.2 t---t-----,C___*~~:____-t_-___t_--r----t--___t-___1
~r--.,--
II
-0.2 ' 1 - - - - I I - - - - t - - - - \ - - - + - - - + - - - - + - - - + - - - + - - - t - - - - I
~.4
~.6
~.8 V
-1.0 -t----t---+------1r---t----t---+---+---+---t----I c
-1.2 i - - - - I - - -........---t---+------1----+----I_--+---~---'
1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 o NORMALIZED LENGTH o =ASHSD
- = REFERENCE 3.8-4 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF COMPUTER RESULTS AND THEORETICAL SOLUTION (ASHSD PROGRAM, SAMPLE PROBLEM B)
FIGURE 3.8-69
\\\\\\ \\\\\\
--+--_\/
i
\/
LENGTH'" 60" I
I J\ /\
\\\\\\
\\\\\\
l1 DIAMETER* 120" l
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CYLINDER MODEL (ASHSD PROGRAM, SAMPLE PROBLEM C)
FIGURE ~le
Z I
27 J 26 25 24 6@ 1.5" = 9" 23
.. 22
.. 21 7 20 19 18 17
-*16 15 14 14 @ 3" - 42" 13 12 11 10 9
8 7
+6 5
4 6 til 1.5" = 9" 3
2 1 II R
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL (ASHSD PROGRAM, SAMPLE PROBLEM C)
FIGURE 3.8-71
~.2~--+---~---r---+--~----~--~--4---~--~
o 0.1 0:2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.0
~
Mx 0.8 M;;" I 0.6 \~ N=2
~ ~/
'A w
/ 1\
0.4 0.2 I \\ " 1, ~ T
~
./
/
/
V, o
~.2 o 0.1 0.2 0.3 0.4 0.6 0.6 0.7
~
0.8 0.9 1.0 Z/L o ASHSO (RADIAL DISPLACEMENT WI A ASHSD (LONGITUDINAL MOMENT Mx l REFERENCE 3.8-5 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF COMPUTER RESULTS AND THEORETICAL SOLUTION (ASHSD PROGRAM, SAMPLE PROBLEM C)
(SHEET 1 OF 2)
FIGURE 3.1-72
1.0.--....--...,....-...,....-....,...-~-"""'T""-"""'T'"-~---,-~
\ ~ ~' ~ J
~.2 __-~-+--+--+--~-~-~-_+-_+-~
o 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.8 1.0 1.0 _--r----r----r---....--"""T'"""-"""'T"""-~-"""'T'"----r-_
0.8 *--+-----+---:-IAx~-+-- - -~ - ---- -~ ~---- i----+-----+---H r--+---+ MO N-lO 0.6 ++-+---+---+---+---+---+---+--+-----i--+-i 0.4 +--4~+--- +---+---+---+---+---+---+---+--t---i
~.2 ~-~-~-+--+--4--~-~--+--+-~
o 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 o ASHSO (RADIAL DISPLACEMENT W) 6 ASHSO (LONGITUDINAL MOMENT lAx)
- REFERENCE 3.8-5 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF COMPUTER RESULTS AND THEORETICAL SOLUTION (ASHSD PROGRAM, SAMPLE PROBLEM C)
(SHEET 2 OF 2)
FIGURE 3.8-72
42" T 40" I
I
_ _ _ _ +1.0IN_2_
I I
1
~,r'~
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT MIW'OftCED CQlCMTE _ _
fCECNt . . . . . . .,
fiGURE . . . .
6T- 1000F THERMAL GRADIENT REINFORCED CONCRETE BEAM 2"
IN-LIS (UNCRACKED)
IN r1" CECAP CONCRETE ELEMENT MODEL LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CONCRETE BEAM MODEL (CECAP PROGRAM, SAMPLE PROBLEM A~
FIGURE 3_8-74
r t", 42" As=1.0 IN2 1f- .-+. b =12"-I T BEAM CROSS - SECTION
/1 INITIAL THERMAL STRESS DISTRIBUTION LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT BEAM CROSS-SECTION AND THERMAL STRESS DISTRIBUTION (CECAP PROGRAM,sAMPLE PROBLEM A)
FIGURE 3."75
I
~ FINAL CRACKED NEUTRAL AXIS I
f- I LI Jd
~ ~~ -i- IN~;IAL REFERENCE AXIS LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT STRESS DIAGRAM (CECAP PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8*76
3,175,200 IN-LBS REINFORCED CONCRETE BEAM CECAP CONCRETE ELEMENT MODEL LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CONCRETE BEAM MODEL (CECAP PROGRAM, SAMPLE PROBLEM B)
FIGURE 3.~77
T 1 r-...-
AS.1.0 IN2 t .... 2"
-.l 2"
. 12"~ T BEAM CROSS* SECTION
\---fc -t ..
--~~---N.A.
TIr.tI "
r C
l 1 T rZZZI/llZ/Zllla nAS STRESS BLOCK TRANSFORMED SECTION LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT BEAM CROSS-SECTION, STRESS BLOCK, AND TRANSFORMED SECTION iCECAP PROGRAM, SAMPLE PROBLEM B)
FIGURE 3.8-78
3,176,200 IN*LB 1o-.--101K REINFORCED CONCRETE BEAM 8417 LB/IN 284,800 IN*LI/IN CECAP CONCRETE ELEMENT MODEL LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONCRETE BEAM MODEL (CECAP PROGRAM, SAMPLE PROBLEM C)
FIGURE 3.8-71
t 2
2
T BEAM CROSS-SECTION STRESS BLOCK LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT BEAM CROSS-SECTION AND STRESS BLOCK (CECAP PROGRAM, SAMPLE PROBLEM C)
FIGURE 3.1-10
~I------------------------------~I-------
z I **
20"
b. 40" -r-111"'rn~9~11:"'1"T"""_1:.;1.:.3__,..-__--~11~16~1.:..;1~1--......__- -...1--(;~P""Illl-~ _ X 100 v:..:J I~ 110
~y I~)
I@
20" 34 23 ~
1J~V ~
1 10 I@
J .*10"
-1 LIMERICK GENERATING STATION UNITS' AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLATE GEOMETRY,~LOADING, AND FINITE ELEMENT MESH (CE888 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3....,
°EI I I I I I I I I I I I I I i x
zl 11110\
'IXIO I x 11 I@ 121 T
100 110
.1' 10
~Y 10
IUPPOATED SIMPLY SUPPORTED
, . 11" 34
-iI1r~ ~
33 12 22
~ I k§) 11
_L..- 1 FAEE
+
J 111" 15"
3~ :1 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLATE GEOMETRY, LOADING, AND FINITE ELEMENT MESH CE668 PROGRAM, SAMPLE PROBLEM B)
FIGURE 3.8-82
- 0.500" I
2.750" 1.r:.
j
+-
2.000" 1 ~
I
{
fo- 32.000" q,---f 0.083"
~
V 37.000" tP j 36-1" BOLTS I--- 39.125" tP j LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT WELDING NECK FLANGE DETAIL (E0119 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-83
to. "1 875
(
f 2.500" l 1.125" t- ,
2.125" I
I 1-1 33.250'" J O.083"-U 40 -1" BOLTS / 38.250'" ---I 40.375"
S LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SLIP-ON FLANGE DETAIL (E0119 PROGRAM, SAMPLE 4 PROBLEM B)
FIGURE 3.""
lAXIS
- - - - t (SEE fiG. 3.8-87
.... 13" TOa-HE .. E 1.32" 27.1" 1-1.13" ELLIPSOID
......- - A - DI2-11.1r--e4 LIMERICK GENERATING STATION UNITS 1 AND 2
-- -- ---~---. - ---- ---- -- - ..
UPDATED FINAL SAFETY ANALYSIS REPORT GEOMETRY Of ELL"""AL AND TORalPHERICAL HEADS (E0781 PROGRAM, SAMPf..E PROBLEMA)
FIGUREU.
..- W - O.oeee" N, -10,011 LI/IN. START j
M'-N-O r - --f TORISPHERE I
I ct.
CYLINDER I ELLIPSOID
'--12,188 LI/IN.
a-N-~-O
+ END LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT ANAL YTICAL MODEL WITH BOUNDARY CONDITIONS (E0781 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.....
HOOP FORCE, HI, (KIPS/IN.) - - - TORISPHERE
- - - ELLIItSOID 15.0 10.0 5.0
-15.0
-10.0 LONGITUDINAL MOMENT,M;, - ;(DEGREES)-
(KIP-IN.lIN.)
0.3 0.2 0.1 0.1 0.2 0.3 0.4 0.6 KNUCKLE REGION CYLINDER LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY .ANALYSIS REPORT PLOTS OF HOOP FORCE (N6 )AND LONGITUDINAL MOMENT(M.)
(E0781 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3....7
(VI' I x U,.3 ('III
_.GO 40**
20.00 0.0
20.00 - 'ROGRAM E0781 OUll'UT
EXftERIMENTAL HEAD RESULTS
-40.00
"'.00 '----..,....----r----.,,.....--"'I""""
20 eo
.......~------0.5 10 10
DEGREES, ELLIIISOID Y/L, CYLINDER LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLOT OF STRESS IN THE HOOP(')
DIRECTION ON THE INSIDE SURFACE (9-OO)(E0781 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3......
(V" , x 10.3 CPS!)
-40.00
- PROGRAM E0781 OUTPUT
EXPERIMENTAL HEAD RESULTS
-10.00
1~.00~----~------__----__----~____--------------___
40 80 80 0.5 1
20
DEGREES, ELLIPSOID YIL, CYLINDER LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PLOT OF STRESS IN THE HOOPe.,
DIRECTION ON THE OUTSIDE SURFACE( ,-00) (E0781 PROGRAM, SAMPLE PROBLEM A)
FIGURE aa...
- PROGRAM E07l1 OUTPUT
EXPERIMENTAL HEAD 70.00 RESULTS 10.00
30.00 10.00
-"10.00 ---"""T"---r---..,---.....,.-"""T"-------~
20 10 80 110 0.5
_ , DEGREES, ELLIPSOID Y/L, CYLINDER LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PLOT OF STRESS IN THE LONGITUDINAL(;) DIRECtiON ON THE INSIDE SURFACE (8-00) (E0781 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-80
10.00 - ",OGRAM E07I1 OUl"PUT
EXPERIMENTAL HEAD RESULTS 40.00 20.00 0.0
-~;oo ~----,-----~------~----~~~----------
40
__~
20 80 80 80 0.5
DEGREES, ELLIPSOID YIL, CYLINDER LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PLOT OF STRESS IN THE LONGITUDINAL(;)DIRECTION ON THE OUTSIDE SURFACE (E0781 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-81
ME..... ANE ST.. ESS
("..-....... ,0.3 ao
- PROGRAM E07110UTPUT
EXItERIMENTAL HEAD RESULTS 30.00 20.0 10.0 0.0 ....- - - . . - - - . . . . _ - -__- - _ _ . - _ - - - - - - - _
10 10 0.5
DEG .. EES, ELLIPSOID I Y/L, CYLINDER LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PLOT OF MEMBRANCE STRESS( ,-ott)
(E0781 PROGRAM, SAMPLE PROBLEM A)
FIGURE* a.a.aa
THICKNESS, INCHES 0.40 0.35
MEASURED DATA ASSUMED VARIATION 0.20 20 30 40 50 80 70 80 10 COORDINATE,., DEGREES LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT THICKNESS VARIATION IN EXPERIMENTAL HEAD NO.1 (E0781 PROGRAM, SAMPLE PROBLEM A)
F IGUR E 3.8-13
THICKNESS, INCHES
.40
.31
.30 ~
LWELD LOCATION
.21
MEASURED DATA ASSUMED VARIATION
.20 o 5 10 15 20 25 30 COORDINATE, Z, INCHES LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT THICKNESS VARIATION IN CYLINDER NO.1 (E0781 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-84
Z AXIS 144"
~+--- r .. 108" LIMERICK GENERATING STATION UNITS' ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT GEOMETRY OF CYLINDRICAL WATER TANK (E0781 PROGRAM, SAMPLE PROBLEM B)
F IGUR E 3.8-16
P=1T" -A T
20"
/,"REINFORCING STEEL l S" _A 1
Ir+ 72" I- -t 12" 72" IS"1 1 M r'
r
'12 P/2 20"
~.EINFO.CING STEEL.
AREA* 1.58 IN2 L -J..
T CAOIS-SECTION A-A LIMERICK GENERATING STATION UNITS' AND Z UPDATED FINAL SAFETY ANALYSIS REPORT EXPERIMENTAL BEAM GEOMETRY (FINEL PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-88
r.-
REINFORCING STEEL--.... /
LIMERICK GENERATING STATION UNITS' AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MESH USED IN REFERENCE 3.8-14 (FINEL PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-17
2 24 Je
.. H 12 10 ** I U 92 no ,- 116 124 132 110 148
.. ~~ @) @) 8 @ @ @ @
....~
1 I IS I I@ @ (73) Q~ C~ ~~ @ @
'4~
{1~ ~2y @
.. I@)
~
1 l~
13 25 ~ REINFORCING STEEL LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MESH USED IN PROGRAM VERI FICATION (FINEL PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-88
FINEL. 8.7 kips REF. 3.8*14 - 8.0 KIPS INO CRACKING IN FINEL IELOW 1.7 KIPS)
FINEL AND REF. 3.8*14 - 20.0 KIPS'
- - - BOUNDARY OF CRACKED REGION, REF. 3.8*14,
~ CRACKED REGION, FINEL LI_RICK GENERATING ITATION UNIT. 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REGIONS OF CRACKING FROM REFERENCE 3.8-14 AND FINEL ANALYSIS (FINEL PROGRAM, SAMPLE PROBLEM A)
(SHEET 1 OF 2)
FIGURE 3 .*-11
FINEL AND REF. 3.8 28.0 KIPS FINEL AND REF. 3.8 31.2 KIPS LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REGIONS Of CJIIACKINO FROM REFERENCE 3."'4 AND FINIL ANAL VSIS (FtNIL PROGRAM, SAMPLE PROBLEMA)
(IH£IT 2 011 2)
FIGURE 3.. . .
, ~KIPSt
...... ur. 3.8 -13 (IXPIIlIMlNTAL)
- - ur. 3.8-14 (AMALYTlCAL)
-FINEL I
I I **.**** REINFORCING 30 I .* STEEL YIELDED I **.**
I ..**
I ****
I. **
20 r-.~**
I ..**
I ****
1 O~-------r--------,-------~~------~---------r-
.2 .3 .4 .1
.1 DISPLACEMENT UNDER LOAD UNCHESt LIMERICK GENERATING ITATION UNIT" ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT LOAD.oEFLECTION CURVES FROM REFERENCE 3."'3, REFERENCE 3."'4, AND FINIL ANAL VIIS (FtnL PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.1-'00
Z.FT 2 4 8 20 22 p - '.0 KSF
-...=. . . . (1') ~ ~
I-I'V.-
~
o '--__A, - - - - -........-.....'.......""'3.......S.....L--'-....&.........---..Io.-.......-'.&.g-2L.'--- R. FT INNER RADIUS - * -l1li.0 F T - - - l OUTER RADIUS - b - ** 75 FT - - -..
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL FOR HOLLOW CYLINDER WITH DISTRIBUTED PRESSURE LOADING (FINEL
. PROGRAM, SAMPLE PROBLEM B)
FIGURE 3.8*101
l,FT 2 .. 6 8 20 22 1.0
°o~ 1 357 19 21 R,FT INNER RADIUS-* -66.0 FT-1 OUTER RADIUS=lI z 68.75 F T - - - - 4 LIMERICK GENERATING ITATION UNITl1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL FOR HOLLOW CYLINDER WITH LINEAR TEMPERATURE GRADIENT (FINEL
.PROGRAM. SAMPLE PROBLEM C) fiGURE 3.8*102
, TA =1250 F TR*EF=1000F~ _ _ __ _
100 50 o~------~ ~--------~R~=-.----------------------~R~=~b------aA.FT LIMERICK GENERATING ITATION UNITS' MOl UPDATED FINAL SAFETY ANALYSIS REPORT TEMPERATURE GRADIENT THROUGH WALL OF HOLLOW CYLINDER (FINEL PROGRAM, SAMPLE PROBLEM C)
FIGURE 3.... '03
~-------10" ________ ;t 1
10" t - 1OQOF o
PERFECTLY INSULATED LIMERICK GENERATING ITATION UNIT. 1 AND!
UPDATED FINAL SAFETY ANALYSIS REPORT TEMPERATURE CONDITIONS AND ARRANGEMENT OF SQUARE PLATE (ME620 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-104
10" 8"
8" 4"
2" o
2" 4" 8" 8" 10" INCHES NODE NO.
ELEMENT NO.
28 LIMERICK GENERATING ITATION UNIT.' ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL OF SQUARE PLATE (ME620 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-106
TE.....ATURIAT POINT AI'"
'r',.....-- SOLUTION BY ME 820 THEORETICAL SOLUTION - -.....
F ROM REF 3.&19 .'., .,
o 10 20 30 40 eo 70 80 sao 100 TIME (SECONDS)
LIMERICK GENERATING ITATION UNITS' ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF TEMPERATURE TRANSIENTS FROM ME620 AND REFERENCE 3.8-19 (ME620 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-108
/' ---
I "'" \
( )
I
/
LIMERICK GENERATING ITATION UNITS' AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SIZE AND TEMPERATURE CONDITIONS OF SOUD STEEL SPHERE (MEI2O PROGRAM, SAMPLE PROBLEM B)
FIGURE 3."'07
y
.1000" 20 X
.1 "
.2"
.2975"
.3950"
.4925" 14
.59(M)" ~
2 LIMERICK GENERATING STATION UNITS' AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL OF SOLID STEEL SPHERE (ME620 PROGRAM, SAMPLE PROBLEM B)
FIGURE 3.8*108
1011 ID II..
0 w
II:
J I- ID II:
w Q.
~
w I- MEM3 40 000000 REF 3.8*13 20 oL-______L __ _ ~~~1_ _ _ _ _ _ _L __ _ _ _ ~~ _ _i _ _ J_ _L __ _ _ _ ~~ _ _ _ __ J_ _ ~L_ __ ~
10 3D 40 50 1011 20D 3DD 4011 5011 100II 200II 3DDD TIME (SECONDS)
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TRANSIENT TEMPERATURE RESPONSE OF A SAMPLE PIPE FIGURE 3.9-1
LIMERICI\
SO. -
I SHRI]UD SUPPClH 2 C!lRE PLATE J SHRI]UD HEAD
UPPER SHR!lUD
, SHRD HO TrJ H r LVL IAR
---a...
U1 30.
w -L..
U Z
W a:
w u..
u..
Cl 10.
w a:
=:l U1 U1 W
a:
a...
-10 ...:..!.L O. 2. 4. 6. 8.
TIME AFTER BREAK. SECONDS LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TRANSIENT PRESSURE DIFFERENTIALS FOLLOWING A STREAMLINE BREAK (SHEET 1 OF 2)
F IGUR E 3.9-2 Rev. 5. 4/96
LIMLRICK 20.~-----+-------t---:------j. RVG CHANNEL -~~ L BOTTOM 2 TCIP GUIDE
, ~IOT CHANNEL I~ .L BOTTOM
....... .~
(j) 0-10.
w u
z w
a:
LLI LL LL 0 -L o.
W a:
J (j)
(j)
W a:
0-
_ _ ..::!L
-10.
o. 2. 4. 6. 8.
TIME RFTER BRERK-SEC LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TRANSIENT PRESSURE DIFFERENTIALS FOLLOWING A STREAMUNE BREAK (SHEET 2 OF 2)
FIGURE 3.9-2 Rev. 5, 4/96
1800 1600
-U
.~..
1::
1400 1200
(.J 0 1000
...J W
> 800 C
> 600
...J LL 400 200 0
400 300 IV Co W
a:: 200
~
w a::
a..
100 o
30,000
~
w 20,000
(.J a::
0 LL
~
0 10,000 CD
...J W
o ~ ..--~------------~---- ________. .____ ~ ______ ~ ____ ~ ____ ~~ ____ ~~
o 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 TIME (sec)
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL RELIEF VALVE TRANSIENT FIGURE 3.9-3
REACTOR VESSEL "EAD--------~~
nt-------YESSEL FLAIICE STEAII DRYER ASSE118U ----4~~ ~....:....._,........
STEAII OUTLET IIOZZL£ _ _ _ _ _..r SEPARATOR ASS£B.T IIOLO 001II 80L T ------H~#-....+I
~EEDWATER Sl'ARGER -----~
r,..---FEED'lATER IIlLET IIOZZLE
......;~I"I"!Jo'---H--+-------
POWERIINICE DmCTOII OR Sll&'IRli CIIT 11IIE -----~fdI-......-.-. ---"
FUEL ASSE_ Y
'--i-~+---- JET PIlI' DRMIlGlOmE ASSEIIa.T lLIW-~---4---- 1£T PIlI' SUCTlOIIIllLET CORE SllIIOUDI---------1..J..1.+I
/-:::J':"Ill;;;~1tt1~+tHt+-++-+------- COIITROL ROD I--+ii-+-------- JET PIlI' THROAT FOUIHOIED FUEL _ _ _ _ _ _ ~l.!¥~~51~~~W 1oH_-r:--+_____ IlECillCUUnoR lATER U"PDRT PIECE INlET' ROmE RISER PIPE

i==:JI

.ECIRCULATIRC lATER IIILET IIOZZLE VESSEL IALL-------.-l 1I-----RECIIlCULATIIIC lATER "COlE FlUX .ROD COIITIIOl .1TDI CUIO[~~~:;~::~~l:JtJ GUIDE 1118' OUTLET IIOZZLE llEACTIIII 'l£SS£L
-+-----:1110l1li U"POIIT U ' W t t - - f - - - - JET PIlI' IELLOIS SEAL LIMERICK GENERATING STATION UNITS 1 AND 2 IIOUSIIG "'COIIE FLUX_ITDII _ __
UPDATED FINAL SAFETY ANALYSIS REPORT COITIIOl ROO DRlYE REACTOR VESSEL CUTAWAY IIOI/SIIIC FIGURE 3.9-4 Rev 08 lV98
REACTOR CORE SPRAY COOLING SPARGERS CORE SHROUD DOWNCOMER FLOW REACTOR PRIMARY VESSEL FLOODABLE SUCTION CHAMBER VOLUME THROAT (MIXING SECTION)
FROM TO RECIRCULATION ~ RECIRCULATION PUMP ~~~~~ PUMP LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR INTERNALS FLOW PATHS FIGURE 3.9-&
FUEL ASSEMBL Y PERIPHERAL FUEL SUPPORT (NON-REMOVABLE)
ORIFICE GUIDE CORE PLATE ASSEMBL Y ORIFICED FUEL SUPPORT (ONE ORIFICE SHOWN)
ORIFICE SPRING ORIFICE COOLANT FLOW PERIPHERAL FUEL SUPPORT FUE L ASSEMBLY ORIFICED FUEL SUPPORT GUIDE TUBE AND FUEL SUPPORT ALIGNMENT PIN CORE PLATE ORIFICE (1 of 4)
COOLANT FLOW CONTROL ROD GUIDE TUBE LIMERICK GENERATING STATION
CENTER LINE OF FUEL SUPPORT UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FUEL SUPPORT PIECES FIGURE 3.N
. HOLD-DOWN CLAMP DRIVE NOZZLE SUCTION INL.ET THROAT INLET RISER PIPE INLET DIFFUSER OUTLET ' - - - _.....
LIMERICK GENERATING STATION UNITS 1 & 2 UPDATED FINAL SAFETY ANALYSIS REPORT JET PUMP FIGURE 3.9-7 Rev. 10 10/00
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INDICATES DIMENSIONAL LOCATION OF B31 11831.7 ELEMENTS
. INDICATES LOADS IMPOSED ON THE 831.11831.7 BOUNDARY
'NDICATES B31.1/B31.7 BOUNDARIES IINCLUDING WELD, I F ANY)
B31.1 CODE FOR NON*NUCLEA R PIPING SYSTEMS.
SNUBBERS AND COMPENSATING STRUTS ARE CONSTRUCTED TO THE REOUIREMENTS OF ASME SECTION III, SUBSECTION NF NOTE 1: EXAMINATION OF FULL PENETRATION WELDS ON ALL PRIMARY MEMBERS (WHETHER B31.1, B31.7 OR AISC) 0 F NUCLEAR CLASS 1. PIPE SUPPORTS SHALL BE EXAMINED ONCE BY MT OR PT AND VISUALL Y LIMERICK GENERATING STATION EXAMINED THEREAFTER AS PART OF THE lSI PROGRAM, IN ACCORDANCE WITH ASME SECTION XI. UNITS 1 AND 2 NOTE 2: FOR NUCLEAR CLASS 1 PIPE SUPPORTS. ALL WELDS, UPDATED FINAL SAFETY ANALYSIS REPORT OTHER THAN FULL PENETRATION WELDS, INCLUDING THOSE WITHIN AISC JURISDICTIONAL BOUNDARIES, SHALL BE VISUALLY EXAMINED AS PART 0 F THE 151 JURISDICTIONAL BOUNDARY PROGRAM, IN ACCORDANCE WITH ASME SECTION XI. BETWEEN PIPE SUPPORTS AND NOTE 3: FOR NUCLEAR CLASS 2 AND 3 PIPE SUPPORTS, ALL SUPPORTING STRUCTURE FOR WELDS, INCLUDING THOSE WITHIN AISC JURISDICTIONAL SUPPORTS NOT FURNISHED BOUNDARIES, SHALL BE VISUALLY EXAMINED AS PART WITH NSSS OF THE 151 PROG RAM, IN ACCORDANCE WITH ASME SECTION XI. FIGURE 3.9-9
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BOUNDARY Lx FORCE FX A **
~--------~--------~----------~----~--.--.--------------~--------~----~
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I ~I A ....IS~C__~~~__~~__~~~
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ELEVATION BOUNDARY FO~CES BOUNDARY~~~~--~~~~~~
FORCE MOMENT (TWO-WAY REST RAI NTS) ~__ --=-____ -+...!F...:.;X~..:.F":Y-f FX FY FZ MX MY MZ A **
B A
INDICATES DIMENSIONAL LOCATION OFNF ELEMENTS INDICATES LOADS IMPOSED ON THE NF BOUNDARY
INDICATES NF BOUNDARIES (INCLUDING WELD, IF ANY)
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT JURISDICTIONAL BOUNDARY BETWEEN PIPE SUPPORTS AND SUPPORTING STRUCTURE FOR SUPPORTS FURNISHED WITH CONTROL ROD DRIVE SYSTEM AND TIP SYSTEM FIGURE 3.9-10
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL BENCH BOARD FIGURE 3.10-1
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT INSTRUMENT RACK.
FIGURE 3.10-2
TYPICAL ACCELEROMETER LOCATION LIMERICK GENERATING STATtON UNITS 1 AIIIJ 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL LOCAL JIACI(:
FIGURE 110.3
8
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 1.-"

ML22278A216

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