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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-291. 2 ' - I."
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NOTE: This UFSAR figure is provided to delineate the primary (typical) structural cor:'c:epts, arrangements, and elements relied upon to perfonn the sa.fety related func::tions of the subject structures. For detail design features, dimenSions, and as-built condition of the structures, see design drawing number(s): 8031-C-292.
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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-938. 0' SYM AB'r ~ I
-I MAIN STEAM LINE PIPE WHIP BUMPER CONNECTED TO STRUCTURAL STEEL IN DRYWELL LIMERICK GENERATING STATION UNITS 1 AltO 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WHIP RESTRAINT DETAILS (SHEET 3 OF 16)
FIGURE 3.6-1
NOTE: This UFSAR figure is provided to delinea~ the primary (typical) structural concepts, arrangements, and elements relied u~n to p~~form 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-938. SYMABT Ii. / X 15
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NOTE: This UFSAR figure Js 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-buUt conation of the structures, see design drewing number(s): 8031-C-291. r+' ,
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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): B031-C-291. BAH 8~2x o !. 9Y2, II 8AR4x2~O!-8'1 fYP r+ . . .1_'--'-r~"-t-~~_O_R~P.-.:.'R-=---5_~--!~:....=5=-=-7 C -- I
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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 01 the structures, see design drawing number(s): S031-C-93S. SYM. AB'r.l 1/ 24¢FW lflx/Z
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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-938. I PIPE f BeAM It. J x /5
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NOTE: This UFSAR figure is provided to delineare the primary (typical) structural concepts, arrangements, and elements relied IJ!)On to perform \he safety related functions of !he subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-289.
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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-940 SYM ABT ~
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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-289. V
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NOTE: This UFSAR figure is provided to delineate the primary (typical) structural cor:'cepts, arrangements, and elements relied upon to perform the safety related fun?tiOns of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-940. I t8M@)
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TYPICAL 'lPe WNW RISfRAINT This UFSAR figure is provided 10 delineate !he primary (typical) structural concepts, arrangements, and elements relied upon to DETAILI perform !he safety related functions of !he subject structures. For detail design features, dimensions, and as-buill condition of
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FIGURE 3.1-1
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-295, ct t... I !../O/~_~ TYPe II A I 3 '-4 3~1/ T'fP£ ][ B
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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-9n.
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III MIN., CLE ARA JJCE BET. JN~ULATION 6r R~5TRAINT. RADIUS s g' LIMERICK GENERATING STATION RWCU LINE PIPE WHIP RESTRAINT UNITS 1 AND 2 CONNECTED TO STRUCTURAL STEEL IN DRYWELL UPDATED FINAL SAFETY ANALYSIS REPORT NOTE: TYPICAL PIPE WHIP RESTRAINT This UFSAR figure is provided to delineate the primary (typical) structural concepts, DETAILS arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built (SHEET 16 OF 16) condition of the structures, see design drawing number(s): 8031-C-977. FIGURE 3.~1
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CAIL.II/IAPI RESTPIAINT FPlAME (II L.old Applild PlrplndiculDr to PlIUflint 11118 AlJllinlt CaUll1 CAlL-IliA'" PlESTPlAINT FPlAME LIMI,.ICK GINI,.ATING ITATION UNITI1 AND I U'DAT.D IIINAL .AII.TV ANALV.I ....'OM TVPICAL RECIRCULATION IVITIM PIPE WHIP AEITRAINT
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- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6*2.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS TERMINAL END BREAK INTERMEDIATE BREAK
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NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-2
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
TERMINAL END BREAK INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK
©- LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
T PIPE WHIP RESTRAINT
-II - BUMPER-TYPE RESTRAINT
* - ANCHOR
- 4. INTERMEDIATE BREAKS ARE ELIMINATED FOR LIMERICK UNIT 2 (SEE TABLE 3.6-2 1.. 0" FOR LOCATIONS)
REFERENCE
- 1. G.E_ DRAWING NO. 11203727 REV. 0
,_ 5IIi 14-LIMERICK GENERATING STATION UNITS 1 AltO 2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR RECIRCULATION RECIRCUlATION SYSTEM ISOMETRIC LOOP B (UNIT 2)
(SHEET 3 OF 4) FIGURE 3_6-4
NOTES
,. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6*2
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK
@- CIRCUMFERENTIAL BREAK (9 - LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG*
NATED BY THE FOLLOWING SYMBOLS: T- PIPE WHIP RESTRAINT
-t - BUMPER*TYPE RESTRAINT
* - ANCHOR
- 4. INTERMEDIATE BREAKS ARE ELIMINATED FOR LIMERICK UNIT 2 (SEE TABLE 3.6*2 FOR LOCATIONS)
REFERENCE
- 1. G.E. DRAWING NO. 11203727 REV. 0 IS'. s" LIMERICK GENERATING STATION
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UIII1'I1 MD.' UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR RECIRCULATION RECIRCULATION SYSTEM ISOMETRIC LOOP A ____CUNlT 21- __ _ (SHEET 4 OF 4) . FIGURE '
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM TUNNEL ELEVATION VIEW FIGURE 3""
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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT NOTE: MAIN STEAM PIPING RESTRAINTS This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to INSIDE MAIN STEAM TUNNEL 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-835. FIGURE 3~7
y NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE AM LISTED IN TABLE 3.6-4.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
TERMINAL END BREAK
- INTERMEDIATE BREAK
@- CIRCUMFERENTIAL BREAK
@ - LONGITUOINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS PtEST'UCTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG*
NATED IY THE FOLLOWING SYMBOLS:
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LIMERICK GENERATING STATION UNITS' AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING ISOMETRIC MAIN STEAM LINE A (PORTION INSIDE PRIMARY CONTAINMENT) (UNIT 1 ONLy) (SHEET 1 OF 8) FIGURE 3.6-8
y NOTES
- 1. CALCULATED STRESSES FOR THE HOOE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-4.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK
- CIRCUMFERENTIAL BREAK
@- LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES T'HAT ACT t-S MSTRtCTIONS TO PtPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG*
NATED BY THE FOLLOWING SYM80LS:
+
-I
- PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT
- ANCHOR LIMERICK GENERAnNG STATtON UNITS 1 MD2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAtvl LINE B MAIN STEAM PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT)
(UNIT 1 ONLy) (SH EET 2 OF 8) FIGURE 3.6-8
NOTa
- 1. CALCULATED STRESSES FOR THE NODE t-OINTS SHOWN IN THIS FIGURE AftE LISTED IN TABLE 3.8-4.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK
@- CIRCUMFERENTIAL BREAK
<D - LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAl( ARE DESIG-
+-
NATED IY THE FOLLOWING SYMBOLS: PIPE WHIP RESTRAINT
-I - BUMPER-TYPE RESTRAINT
.& - ANCHOR LIMERICK GENERATING STATION UNITS 1 AND 2 J
I ,\""- UPDATED FINAL SAFETY ANALYSIS REPORT '6' MAIN STEAM PIPING ISOMETRIC MAIN STEAM LI NE C (PORTION INSIDE PRIMARY CONTAINMENT) (UNIT 1 ONLy) (SHEET 3 OF 8) FIGURE 3.6-8
y ~Ax
. z NOTES ES FOR THE CAL CULATEDSTRESS TSSHOW N IN THIS FIGURE
- 1. NODE POIN IN TABLE 3.6-4 ARE LISTED S ARE USED THE FOLLO~I~REAK LOCATION :
G SYMBOL S
- 2. TO INDICAT L END BREAK TE -
TERMINA AK
~ EDIATE BRE
~-
INTERM K
~
CIRCU MFERENTIAL BREA Ii:' ~ LONGITUDINAL BREAK AS THAT ACT
\!:.I RESTRICi:g~ BREA~GASYMBOLS:
AND DEVICES MENT STRUCTURES S TO PIPE MOVERE DESIG-
- 3. PIPE FOLLOWly THE FOLLOWI
..:r:..
NATED B PIPE W HIP RESTRAINT T -
-I B UMPER-TYPE RESTRAINT ANCHOR*
A
- - - - .- *---~=:RA;:T;:;;ING
. RICK GENE STATION LIME UNITS 1 & 2 SIS REPORT UPDATED FINAL SAFE TV ANALY SOMETRIC MAIN STEAM PIPING I CONTAINMENT)
E PRIMARY (PORTION INSI~UNIT 1 ON...L_Y_)_ _ _ _ _=_ I MAIN STE AM LINE D Sht. 4 of 8
y NOTES
- 1. CALCULATED STRESSES FOR THE*
NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.64
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ TERMINAL END BREAK
- INTERMEDIATE BREAK
- CIRCUMFERENTIAL BREAK o- LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
f - PIPE WHIP RESTRAINT
-I - BUMPER-TYPE RESTRAINT A ANCHOR
- 4. INTERMEDIATE BREAKS ARE ELIMINATED FOR LIMERICK UNIT 2 (SEE TABLE 3.6-4 FOR LOCATIONS)
REFERENCE
- 1. MAIN STEAM PWR (BY OTHERS)
UIIERICK GENERATING STAnON UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) MAIN STEAM LINE A (UNjT~ (SHEET 5 OF 8) FIGUREU...8
o* NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-4
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK
- CIRCUMFERENTIAL BREAK (9 - LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
T- PIPE WHIP RESTRAINT 8L/MO FLG,
-I - BUMPER-TYPE RESTRAINT A - ANCHOR
- 4. INTERMEDIATE BREAKS ARE ELIMINATED FOR LIMERICK UNIT 2 (SEE TABLE 3.6-4 FOR LOCATIONS)
REFERENCE
- 1. MAIN STEAM PWR (BY OTHERS)
LIMERICK GENERATfNG STATION UNIT. 1 AND Z UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM LINE B FIGURE 3.6-8
y t(' 2. NOTES
- 1. CALCU LA TED STR ESSES FO R TH E NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.64
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK
@- CIRCUMFERENTIAL BREAK o- LONGITUDINAL BREAK 3_ STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
~ - PIPE WHIP RESTRAINT
... BUMPER-TYPE RESTRAINT A ANCHOR-
- 4. INTERMEDIATE BREAKS ARE ELIMINATED FOR LIMERICK UNIT 2 (SEE TABLE 3.6-4 FOR LOCATIONS)
REFERENCE
- 1. MAIN STEAM PWR (BY OTHERS)
LIMERICK GENERATING STATION UNITS 1 &2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM LI NE C MAIN STEAM PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) (UNIT 2 ONLY) Figure 3.6-8 Sht. 7 of 8 Rev. 10 10/00
) y l( z NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.64
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK
- CIRCUMFERENTIAL BREAK
<D - LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-
+
-I -
NATED BY THE FOLLOWING SYMBOLS: PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT
.. ANCHOR
- 4. INTERMEDIATE BREAKS ARE ELIMINATED FOR LIMERICK UNIT 2 (SEE TABLE 3.6-4 FOR LOCATIONS) -
REFERENCE
- 1. MAIN STEAM PWR (BY OTHERS) 6)1, cd' LIMERICK GENERATING STATION UNITS 1 & 2 UPDATED FINAL SAFETY ANALYSIS REPORT I~ MAIN STEAM LINE 0 MAIN STEAM PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT)
(UNIT 2 ONLY) Figure 3.6-8 Sht. 8 of 8 Rev. 10 10/00
,. 1'NEfOLLOWING SYMBOLS ARE USEO TO, INDICATE BREAK LOCATIONS:
@ TERMINAL END BREAK INTERMEOtATE IREAte
- CIRCUMFERENTIAL IREAI(
@ - LONGITUDINAL BREAK
- 2. rrtlUCtURE$ AND DEVICES THAT ACT At IilHTRICTIOHS TO P!PE MOVEMiNT FOLLOWING A PIPE BREAk ARE DESIG*
NATEO BY THE FOLLOWING SYMBOLS; t PIPE WHW RESTRAfNT
-I BUMPER*TYPE RESTRAINT .. ANCHO*ft
- 3. INTERMEDIATE BREAK LOCATIONS.
DOWNSTREAM OF THE TERMJNA", INO 411' LOCATIONS OF POTENTIAL HIGH STlltESS IN ACCORDANCE WITH .
~CTION 3.1.2.1.1.4.
- 4. THE ROUTING OF H1GH-EN£.. GY MAIN STEAM PIPING CONTINUES THROUGH THE TURBINE ENCLOSURE UP TO THE HtGH*PReSSU RE TUMtM AS SHOWN ON PlGU RE 3 ....S. .
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING ISOMETRIC (PORTION OUTSIDE PRIMARY CONTAINMENT) (UNIT 1 ONLy) (SHEET 1 OF 4) FIGURE 3,6-9
NOTa
- 1. THE FOLLOWING SYMBOLS ARE- USED TO INDICATE tREAK LOCATIOHS:
@ TERMINAL END BREAK INTERMEDIATE BREA.K CIRCUMFERENTIAL BREAI(
@ LONGituDINAL BREAK
- 2. STRUCTURES AND DEVICES TMATACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A Pipe BREAK AM OESIG*
NATEO BY THE FOLLOWtNG SYMeOLS: PtPE WHIP RESTRAINT BUMPER*TYPE RESTRAINT ANCHOR
- 3. INTERMEOIATE BREAK LOCATIOHS DOWNSTREAM OF THE TERMINAL END ...".
SELECTeD AT LOCATION$OFPOTENTIAL HIGH STRESS IN ACCORDANCE WITH SECTION 3.8.2.1.1.4.
- 4. THE ROUTING Of HIGH*ENERGY MAIN e.REAK STEAM PIPING CONTINUES THROUGH E.XCWSiON THE TURBINE ENCLOSURE\UPTO THE ZONE HIGH*PRESSURE TURBINE AS SHOWN ON FtGURE 3.8-6.
LIMERICK GENERAnNG STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING ISOMETRIC (PORTION OUTSIDE PRIMARY CONTAINMENT) (UNIT 1 ONLy) (SHEET 2 OF 4) FIGURE 3.6*9
NOTES
- 1. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ TERMINAL END BREAK @ INTERMEDIATE BREAK © CIRCUMFERENTIAL BREAK @ LONGITUDINAL BREAK
- 2. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS.
t PIPE WHIP RESTRAINT
-I BUMPER-TYPE RESTRAINT
- ANCHOR
- 3. INTERMEDIATE BREAK LOCATIONS DOWNSTREAM OF THE TERMINAL END ARE LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH SECTION 3.6.2.1.1.4.
- 4. THE ROUTING OF HIGH-ENERGY MAIN STEAM PIPING CONTINUES THROUGH THE TURBINE ENCLOSURE UP TO THE HIGH-PRESSU RE TU RBINE AS SHOWN ON FIGU RE 3.6-5.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING ISOMETRIC (PORTION OUTSIDE PRIMARY CONTAINMENT) (UNtT2) (SHEET 3 OF 4) FIGURE 3.6-9
NOTES
- 1. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ TERMINAL END BREAK INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK C9 LONGITUDINAL BREAK
- 2. STRUCTURES AND DEVICES THAT ACT
/IS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG*
NATED BY THE FOLLOWING SYMBOLS: t PIPE WHIP RESTRAINT
.... - BUMPER*TYPE RESTRAINT
- ANCHOR
- 3. INTERMEDIATE BREAK LOCATIONS DOWNSTREAM OF THE TERMINAL END ARE SELECTED AT LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH SECTION 3.6.2.1.1.4.
- 4. THE ROUTING OF HIGH*ENERGY MAIN STEAM PIPING CONTINUES TH ROUGH THE TU RBINE ENCLOSU RE ,UP TO THE HIGH*PRESSURE TURBINE AS SHOWN ON FIGURE 3.6-5.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING ISOMETRIC (PORTION OUTSIDE PRIMARY CONTAINMENT) (UNIT 2) (SHEET 4 OF 4) FIGURE 3.6-9
CREDIT IS TAKEN FOR REDUCTION OF DISCHARGE DUE TO CLOSING VALVES ONLY AFTER Ii SECONDS HAVE ELAPSED STEAM*WATER MIXTURE (7.5% QUALITY) 20,000 I""""'P-_ _ LEVEL SWELL INSIDE REACTOR VESSEL REACHES STEAM LINE NOZZLES u W III ~lli,OOO
- w:
~ w II: CD
- r
~
- l o
II:
- r
~
- 1 10,000 STEAM ONLY o
~ Z ~ ...J o a ...au w ~ ~ 5,000 oJl--------~-------.r--------r--------,-------_,5---------6r---~1 o 2 3 4 TIME AFTER BREAK (SECONDS)
--------------------~
LIMERICK GENERATING STATION UNITS' AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT NOTE: This figure is based on the original power level. Environmental conditions resulting from the break based on a power level of 3527 MWt are listed in RATE OF COOLANT LOSS FOR' Tables 3.6-7 and 3.6-9. MAIN STEAM LINE BREAK OUTSIDE PRIMARY CONTAINMENT FIGURE 3""0 Rev. 185, 4/96 Rev. 09/16
MAIN STEAM TUNNEL
~--------.-~ O 1 ~253 V= 33.000 FT3
~--------~
382 FT2 A= 383 C= 0.885 0.88 A= 184 186 FT2
., C= 0.655 0.65 BOP G 0.5 PSIO MAIN STEAM TUNNEl..
VENTING STACK (lOWER REGION) a.293.5 _~ v= 2~180 rr , A= 31S FT2 MAIN CONDENSER AREA 0.93 C= 0.94 BOP It 0.5 PSID
@ 65 EL. 200 v= 800,000 FT3 WAIN STEAM TUt-.t£I. 1,581 FT2 A= 1710 VENTING STACK C= 0.75 0.84 onD-REGION>
- a. 332-366 v= 10,570 10.600 Fr3 A= 325 n.2 f6\STEAM 7 VENTING PLENUM C= 0.945 0.71 ~V= 46,200
.17.o00Ft3 WAIN STEAM TUNNEL.
o VENTING STACK QJPPER a.36;~~0~ REGION) V = 241w SO rr A= 1325 1,305 FT2 C= 0.675 0.66 BOP G o.s psm A= 477 536 n2 C= 0.71
'---------------..( ATMOSPHERE ~----------
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED RNAL SAFETY ANALYSIS REPORT PRESSURE TEMPERATURE TRANSIENT A= VENT AREA ANALYSIS MODEL FOR MAIN STEAM LINE C= FLOW COEFFICIENT BREAK IN MAIN STEAM TUNNEL V= FREE VOLUWE (UNIT I) BOP= BLOWOUT PANEL (SHEET I OF 2) FIGURE 3.6-1 Rev.Rev 18 0809/16 DIgS
. O1 MAIN STEAM TUNNEL
- a. 253 TO EL.293 1 - - - - -__
V=31,390 31,312 FT3 A= 383 382 FT2 A= 310 FT2 0.88 C=0.885 C= 0.905 0.9 t.4AIN STEAM TUNNa MAIN STEAM TUNNEL. VENTING STACK r:\ SECURITY PLENUM
@ 2 (LOWER REGION)
EL. 293.5 TO ~EL. 366 ~ EI...253 V= 1,690 FT3 V= 28.180 FT-A= 318 313. FT2 C= 0.93 A= 184 186 FT2 BOP Q 0.5 psm C= 0.695 0.65 BOP Q 0.5 psm* VENTING STACK MAIN CONDENSER AREA SECURITY PLENUN EL. 332 v= 11,054 FT3
@ 6 EL.200 V= 800,000 FT3 1710 A= 243 n2 A=
C= 1,581 FT2 0.84 0.75 0.9 C= 0.855 1 1
. MAIN STEAM TUNNa VENTING STACK f4\ (UPPER REGION) r;'\.STEAM VENTING PLENUM 0v= 47,000
\.:;J E1.. 366-ABO~ 46,200 FT v= 27,473 Fl A= 449 477 rr2 A= 1325 1,305 0.675 n2 C= 0.71 0.70 C= 0.66 BOP a 0.5 psm
' - - - - - - - -.. --...~ ATMOSPHERE )40--------.....1 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PRESSURE TEWPERATURE TRANSIENT A= -VENT AREA ANALYSIS WODEl FOR WAIN STEAW LINE C= FLOW COEFFICIENT BREAK IN WAIN STEAW TUNNEL V= FREE VOLUME (UNI T 2)
BOP: BLOWOUT PANE. (SHEET 2 OF 2) Rev. 18 09/16 FIGURE 3.6-1 Rev 08 RlSS
MAIN CONDENSER AREA 6 EL. 200 V = 800,000 FT3 A= 1710 1,581 FT2 C = 0.75 0.84 7 STEAM VENTING PLENUM V = 46,200 47,000 FT3 A =1325 1,305 FT2 C = 0.675 0.66 BOP@0.5 PSID A= VENT AREA LIMERICK GENERATING STATION C = FLOW COEFFICIENT UNITS 1 AND2 V = FREE VOLUME UPDATED FINAL SAFETY ANALYSIS REPORT BOP = BLOWOUT PANEL PRE~RE-TEMPERATURE TRANSIENT ANAL VIIS MODEL POR MAIN ITEAM LINE BREAK IN TURItIN! ENCLOIURI FIGURE 3.1-12 Rev. 18 09/16
JJ_'J"
' .. b
----~~~---------------------~~------------------
II
",I, t
UNIT 1 S'(M.
$YM A~T (EXCEPT AS
~
------,I
.... ,:l.*,
", ~ !I'
. ~. ,;
~.
- C-iJ~,
UNIT 2 sHT 2-I I I
~ . ..) J~.
o .
* '/I
. ..: c>, ~ .~ ! ,
u ,
.. , ** 0 ..*.
WJ~ I I------i---) I SEE SECT. LIMERICK GENERATING STATION UNITS 1 AND 2 NOTE: UPDATED FINAL SAFETY ANALYSIS REPORT e-4--f-~ (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 su~ect st~ures. For FEEDWATER PIPING RESTRAINTS detail design features, dimensions, and as-bUilt condition of the INSIDE MAtN STEAM TUNNEL structures, see design drawing number(s): 8031-C-836. FIGURE 1.1-13
I
/
/
/'
I i{ Z ---4!!C!!!!!!!!!!~~[ -6 C> ao CI b N C> + CI ao CI LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT (UNIT 1)
- FEEOWATER PIPING RESTRAINTS IN TUR~NE ENeLOQJftl
¥ UNIT '2 5IMILA.R SHEET1Wl 1)01 OPPOSI TE. HA""JD FIGURE 3."14 Rev. ;6 ..12/96
REINFORCING FOR UPPER CORBEL IS THE SAME AS FOR LOWER CORBEL o*
*. 0
* ]4" FEEDWATER LINE 1%" STEEL PLATE SECTION A CORBELS ABOVE AND BELOW 34" FEEDWATER HEADER 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 perform the safety related FEEDWATER PIPING RESTRAINTS functions of the subject structures. For detail design features, dimensions, and IN TURBINE ENCLOSURE as-built condition of the structures, see design drawing number(s): 8031-C-7S4. (SHEET 2 OF 3) FIGURE 3.6-14
~~ *
'0.
';O'!~ 0" :,0,:
II ';,
* :t>, t>' t>
D' '."
. . , D *
* .Il , ',"
- l)
.D' o .*
. ' , o*
, 0 p
o*
- ." . ~ .
,
- b
£ 34" FEEDWATER
--r-----~~~--~---- HEADER (El.287'*6")
o . 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 c -0' u' o ' *. 0: design drawing number(s): 8031-C-838. f) , _
',\J. ,0' LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT
\7 .~ '~'.~. [) i~ .,
FEEDWATER PIPING RESTRAINTS IN TURBINE ENCLOSURE SECTION B (SHEET 3 OF 3) RESTRAINT FOR 34" FEEDWATER HEADER FIGURE 3.6-14
NOTEI
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE AR!
LISTED IN TABLE 3.6-8.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK lOCATIONS:
TERMINAL END BREAK
@) INTERMEDIATE BREAK © CIRCUMFERENTIAL BREAK C9 - LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT A,S RESTRICTIONS TO PIfIE MOVEMENT FOLLOWING A PIPE PJREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
t PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT ANCHOR PIPING UPSTREAM OF VALVE 10f7.S MODERATE-ENERGY.
- 6. FEEOWATER LOOP A IS SHOWN. THE I~EAK LOCATIONS INDICATED ARE TYPICAL FOR LOOP B, WHICH IS AfitRANGED SYMMETRICALLY (EXCEPT THAT LOOP 8 DOES NOT HAVE A CONNECTION TO 4" DBA-112).
LIMERICK GENEAAnNG STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FEEDWATER PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) (UNIT 1 ONLY) (SHEET 1 OF 2) FIGURE 3.6-15
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-8
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
TERMINAL END BREAK INTERMEDIATE BREAK
© CIRCUMFERENTIAL BREAK
@ - LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
t-I PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT fM CPR 5~) 4.
~
ANCHOR PIPING UPSTREAM OF VALVE 1017 IS MODERATE-ENERGY.
- 5. FEEDWATER LOOP A IS SHOWN. THE BREAK !rOCATIONS INDICATED ARE TYPICAL FOR LOOP B, WHICH IS ARRANGED SYMMETRICALLY (EXCEPT THAT LOOP B DOES NOT HAVE A CONNECTION TO 4" DBA*112).
PRI 5 ItJ PAREtJTH E51S Ai<E. MeAt-JT FOI< F'1!!DVIIAre~ I.00P e. LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FEEDWATER PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) (UNIT 2) (SHEET 2 OF 2) FIGURE 3.6-15
NOTES
- 1. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ TERMINAL END BREAK
- INTERMEDIATE BREAK
© CIRCUMFERENTIAL ItREAK
@ - LONGITUDtNAL BREAK
- 2. STRUCTURES AND DEVICES THAT ACT AS'RESTRICTIONS TO PIPe MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG*
NATED IY THE FOLLOWING SYMBOLS: f
~ -
PIPE WHIP RESTRAINT BUMPER*TYPE RESTRAINT
~ ANCHOR
- 3. ~ PIPING UPSTREAM OF CHECK VALVE 1058 AND DOWNSTREAM OF VALVES HV*109A AND 1098 IS MODERATE*
ENERGY
- 4. INTERMEDIATE BREAK LOCATIONS UPSTREAM 0 F THE INDICATED TERMINAL ENDS IN THE TURBINE ENCLOSURE ARE SELECTED AT LOCATIONS OF POTENTIAl. HIGH STRESS IN ACCORDANCE WITH SECTION 3.8.2.~ .1.4.
~
~
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FEEDWATER PIPING ISOMETRIC (PORTION OUTSIDE PRIMARY CONTAINMENT) (UNIT 1 ONL V) (SHEET 1 OF 2) FIGURE 3.6*16
NOTES
- 1. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ TERMINAL END BREAK INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK LONGITUDINAL BREAK
- 2. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
f PIPE WHIP RESTRAINT
-t BUMPER-TYPE RESTRAINT 3.
p> ANCHOR PIPING UPSTREAM OF CHECK VALVE 2058 AND DOWNSTREAM OF VALVES HV-209A AND 209B IS MODERATE-ENERGY
- 4. INTERMEDIATE BREAK LOCATIONS UPSTREAM 0 F THE INDICATED TERMINAL ENDS IN THE TURBINE ENCLOSURE ARE SELECTED AT LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH SECTION 3.6.2.1.1.4.
LIMERICK GENERATINQ STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FEEDWATER PIPING ISOMETRIC (PORTION OUTSIDE PRIMARY CQNTAINMENl) (UNIT 2), . (SHEET 2 OF 2) FIGURE 3.6-16
r NOTEI
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.8*10.
- 2. mE FOLLOWING SYMBOLS ARE USED T~ INDICATE BREAK LOCATIONS:
@ TERMINALEN'O BREAK
@) INTERMEDIATE BREAK
© CIRCUMFERENTIAL 8ftEAK CD LONG.ruC:HNAL 1,IlIEAK
- 3. STftUCTUftiS ANo'6EvICeS 'tHAf ACT AS.
* ",CTIONS TO Pipe MOVE,MENT F04.LOWING A PIPE BREAK ME GElIG,.
NATlbev THE FOLLOWING SYMBOLS: t PIPE WHIP RESTRAINT .
-I BUMPER,TYPE REST RAiNT
--D-{ -
ANCHOR COMPEN$.ATING STRUT LIMERICK GENERATING STATION UNIT~1~Q2 - . UPDATED FINAL SAFETY ANALYSIS REPORT RWCU PUMP SUCTION PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) (UNIT 1 ONLy) (SHEET 1 OF 2) FIGURE 3.6-17 Rev. 11 9/02
NOTES: I~ULATED STRESSES FOR THE NODE
- POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-10
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
~ - TER~INAL END BREAK
~ - INTERMEDIATE BREAK
~ - CIRCUMFERENTIAL BREAK
~ - LONGITUDINAL BREAK 3 STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS
- TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIGNATED BY THE FOLLOWING SYMBOLS:
-Jr- -PIPE WHIP RESTRAINT
..., - BUMPER-TYPE RESTRAINT A - ANCHOR
~ - COMPENSATING STRUT LIMERICK GENERATING STATION UNITS 1 AND_2_ __ ___
*UPDATED FINAi-SAFETY ANALYSIS REPORT RWCU PUMP SUCTION PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT)
(lJo4lT~ (SHEET 2 OF 2) FIGURE 3,8.. 17 Rev. 11 9/02 '
NOTII
- 1. THE FOLLOWING SVMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ TERMINAL END BREAK
- INTERMEDIATE BREAK
© - CIRCUMFERENTIAL BREAK (9 - LONGITUDINAL BREAK
- 2. STRUCTURES AND DEVICES THAT ACT AS MITRICTIONS TO P"tE MOVEMENT FOLlOWING A PIPE BREAK ARE DESIG*
NATIO IV THE FOLLOWING SVMBOLS:
~ t flV
<) IFo~9 PIPE WHIP RESTRAINT
-I - BUMPER*TYPE RESTRAINT A ANCHOR 3.
rlit> - P'PING UPSTREAM OF VALVE HV*1F013 IS MODERATE*ENERGV.
- 4. IHTPMlDIATE BREAK LOCATIONS IN THE H.l4H*ENERGV PIPING SHOWN ARE SllIeTED AT LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH snE~~ 3.1.2.1.1.4.
LIMERICK GENERATING STATION UNITS 1 MD2 UPDATED FINAL SAFETY ANALYSIS REPORT RWCU RETURN PIPING ISOMETRIC (PORTION INSIDE MAIN STEAM TUNNEL) (UNIT 1 ONLy) (SHEET 1 OF 4) FIGURE 3.6*18
NOTU
- 1. THE FOLLOWING SVMIOLS AR~ USEO TO INDICATE BREAK LOCATIONS:
@ TERMINAL ENO BREAK INTERMEDIATE BREAK CIRCUMFEReNTIAL 8REAK @ LONGITUDINAL aREAK
- 2. IT"VCTURES AND DEVICES THAT ACT AI MSTRtCTIONS TO PIPE MOVEMENT A)t.LOWING A PIPE BREAK ARE OESKi*
MA'ft() BY THE FOLLOWING SYMBOLS: f PIPE WHIP RESTRAINT
.... BUMPER*TYPE RESTRAINT 3. ~
ANCHOR PIPING IN8OARO Of VALVE t018 IS MODERATE-ENERGY.
- 4. "TI"MEDIATE BREAK LOCATIONS IN THE HtGH.ENERGY pt"NG SHOWN ARE SELICTED AT LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH
~~I~ 3~8.2.1.1.4.
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RWCU RETURN PIPING ISOMETRIC (PORTION INSIDE MAIN STEAM TUNNEL) (UNIT 1 ONLY) (SHEET 2 OF 4) FIGURE 3.6-18
NOTES: I. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
~ - TERMINAL END BREAK
~ - INTERMEDIATE BREAK
~ - CIRCUMFERENTIAL BREAK
~ - LONGITUDINAL BREAK
- 2. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
-:r- - PIPE WHIP RESTRAINT
-- BUMPER-TYPE RESTRAINT
- ANCHOR
'r ~ - COMPENSATING STRUT
, I
.. ~, I I 3. ~ - PIPING UPSTREAM OF VALVE
..... ~ HV-2FOI3 IS MODERATE ENERGY .
- 4. INTERMEDIATE BREAK LOCATIONS IN THE HIGH-ENERGY PIPING SHOWN ARE SELECTED AT LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH SECTION 3.6.2. I. 1.4.
LIMERICK GENERATING STATION UNITS 1 AN,~ _~ ~ _ __ _ UPDATED FINAL SAFETY ANALYSIS REPORT RWCU RETURN PIPING ISOMETRIC (PORTION INSIDE MAIN STEAM TUNNEL) (UNIT 2) (SHEET 3 OF 4) FIGURE 3.6-18
NOTES
- 1. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ TERMINAL END BREAK INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK (9 LONGITUDINAL BREAK
- 2. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG*
NATED BY THE FOLLOWING SYMBOLS: f - PIPE WHIP RESTRAINT
-I BUMPER*TYPE RESTRAINT A ANCHOR
- 3. ~ PIPING INBOARD OF VALVEt016IS MODERATE*ENERGY.
- 4. INTERMEDIATE BREAK LOCATIONS IN THE HIGH*ENERGY PIPING SHOWN ARE SELECTED AT LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH SECTION 3.6.2.1.1.4.
UPDATED FINAL SAFETY ANALYSIS REPORT RWCU RETURN PIPtHQ I80METAIC (PORTION INSIDE MAIN STEAM 1lH6.)
. . -~~
(SHEET 4 OF 4) _._ ..~ FIGURE 3.6-18
NON-REGENERATIVE A= 20 FT2 @ HX ROOM 8A- ... C= 0.653 EL.283 V= 5,000 FT 3 o 8 STEAM VENTING PLENUM EL.293 V= 460 F r3 NON-REGENERATIVE A= 15 FT2 (3) HX ROOM 8B- ... C= 0.65
~
EL.283 V= 5,000 FT 3 A= 18 FT2 C= 0.66 o REGENERATIVE HX ROOM 9 EL. 283 V= 5,500 FT3
~~
A= 13 FT2 RWCU PUMP ROOM 8A8 A= 38.4 Fr2 @ EL.283 - C= 0.64 C= 0.66 V= 1,500 FT3 A= 13 FT2 @ RWCU PUMP ROOM -B- ... C= 0.64 @ RWCU PENETRATION ROOM EL.283 V= 1.500 FT3
- 13 EL. 283 V= 1<4.500 FT3 A= 13 Fr2 RWCU PUMP ROOM 8C-
@ EL.283 C= 0.64 V= 1.500 FT3 A= 54 FT2 C= 0.11 @ A= 25 F~ @ STEAM VENTING TUNNEL STEAM 15 (WEST> EL.307 VENTING TUNNEL V= 700 FT3
- C= 0.81 14 (EAST>
EL.307 V= 1.200 FT3 A= 37 FT2 C= 0.97 BOP c 0.5 PSID A= 260 FT2 RWCU STEAM VENTING @ STACK V= 14.800 FT3 C= 1.0
~
Llt.lS7.DGN UMERlCK GENERATING STATJDN
~
lNTS 1 AN) 2 UPDATED FINAL SAFETY ANAl.YSIS REPORT A= VENT AREA C= FLOW COEFFICIENT PRESSURE-TDfIER4TlJ£ lRANSJENT V= FREE VOLUME ANAl..YSJS ..mEl. F1IR RWa.I LINE IREAItS BOP= BLOWOUT PANEL IN RWQJ EQUIPMENT COIPARTMENTS UGT DF CSIEET' " 2 , FIGURE 3.6-19 Rev.3 Nov./93
,. Llt.lS8.DGN UWERlCK GENERATING STATJON ATMOSPHERE lKTS 1 AfI) 2
, A= VENT AREA tPOATED FINAL SAFETY ANAl..YSIS REPORT C= FLOW COEFFICIENT PRESSUII£-TEMPERAllIE 1RANSJEHT V= FREE VOLUME ANALYSJS MODEL FOR RICU UNE IIREAICS BOP= BLOWOUT PANEL DI RWaJ E1IJJPYENT COIPAImIENTS IUGT II lStEET 2 OF 2 ) FIGURE 3.6-19 Rev.3 Nov.193
NOTES 1, C~LCULATED STRESSES FOR THE NODE IQIIftSHOWN IN THIS FIGURE ARE 0." OOA- 10' ~ L.lmo IN TABLE 3.8-12. (eEl! .. , li>UI"IS I
~,6-11 ) 2. TMI f!IOLLOWING SYMBOLS ARE USEO
~ TO twolCATE BREAK LOCATIONS:
@ TERMINAL END BREAK
@l INTERMEDIATE BREAK
@ CIRCUMFERENTIAL BREAK (9 LONGITUDINAL BREAK
- 3. ITtWQrURES AND OEVICES THAT ICT
, . Mlt'RICTIONS TO PIPE MOVEMENT FOL.I,..'NG A PIPE BReAK ARE oeSIG*
ftAtlo .Y THE FOlLOWtNG SYMBOLS: f .. PIPE WHIP RESTRAINT
-I BUMPER-TYPE RESTRAINT f'*>
ANCHOR 4,' PJ.P1NG DOWNSTREAM OF VALVE 1 F029)S MODE~ATE*ENERGY. LIMERICK GENERATING STATtON utflTL1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR VESSEL DRAIN PIPING ISOMETRIC (UNIT 1 ONLy) , (SHEET 1 OF 4) FIGURE 3.6-20
NOTES
- 1. CALCULATED STRESSES FOR THE NOOE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.8-12.
- 2. THE FOLLOWING SYMBOLS ARE USED TO IHOICATE BREAK LOCATIONS:
TERMINAL END BREAK INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT At "iITRICTI0NS TO PIPE MOVEME!NT FOLlOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
PIPEWH'P RESTRAINT BUMPER-TYPE RESTRAINT ANCHOR LIMERICK GENERAnNG STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR VESSEL DRAIN PIPING ISOMETRIC (UNIT 1 ONLy) (SHEET 2 OF 4) FIGURE 3.6-20
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6*12.
- 2. THE FOLLOWI NG SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
TERMI NAL END BREAK INTERMEDIATE BREAK
@ CI RCUM FERENTIAL BREAK LONGITUDINAL BREAK
©
- 3. STRUCTURES AND DEVICES THAT ACT fJS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-
" NATED BY THE FOLLOWING SYMBOLS:
A4"0 rJ*P*
~L-'Z f PIPE WHIP RESTRAINT
-I BUMPE R-TYPE RESTRAINT A ANCHOR 4.
r> PIPING DOWNSTREAM OF VALVE 2.F029 IS MODERATE-ENERGY. LIMERICK GENERATING STATION UNITS 1 AND 2 2F032 UPDATED FINAL SAFETY ANALYSIS REPORT
-;;:t-
~30 _ _.
REACTOR VESSEL DRAIN f PIPING ISOMETRIC . (UNIT 2)
)CJl.. ~ (SHEET 3 OF 4)
FIGURE 3.6-20 Rev. 14, 091'08
II NOTES
~.~ EL. 21Oo4!
- 8~
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6*12
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
IoI.REL.fS8-I 10"
@ TERMINAL END BREAK INTERMEDIATE BREAK
© CIRCUMFERENTIAL BREAK
@ LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG*
NATED BY THE FOLLOWING SYMBOLS: f PIPE WHIP RESTRAINT BUMPER*TYPE RESTRAINT
-I
.& ANCHOR III.P.EL. ~~.'4~Ib" r
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR VESSEL DRAIN PIPING ISOMETRIC (UNfT2) (SHEET 4 OF 4) FIGURE 3.6-20
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.8-13.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
TE - TERMINAL END BREAK IB INTERMEDIATE BREAK C - CIRCUMFERENTIAL BREAK L LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT
.... Jt£STRICTIONS TO PIPE MOVEMENT FOU.OWING A PIPE BREAK ARE DESIG-NATIO BY THE FOLLOWING SYMBOLS:
f - PIPE WHIP RESTRAINT
-I BUMPER-TYPE RESTRAINT A ANCHOR COMPENSATING STRUT LIMERICK GENERAnNG STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT HPCI STEAM SUPPLY PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT)
(UNIT 1 ONLy) (SHEET 1 OF 2) FIGURE 3.6-21
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-13_
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ TERMINAL END BREAK @ INTERMEDIATE BREAK © - CIRCUMFERENTIAL BREAK CD LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
f PIPE WHIP RESTRAINT
.... BUMPER-TYPE RESTRAINT & ANCHOR ~ - COMPENSATING STRUT LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT HPCI STEAM SUPPLY PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENl)
(UNIT 2) (SHEET 2 OF 2) FIGURE 3.6-21
y zA. NOTES;
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.8-14.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS;
@ - TERMINAL END BREAK
@ -INTERMEDIATE BREAK CD - CIRCUMFERENTIAL BREAK CD - LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTftlCTIDNS TO PIPE MOVEMENT FOLLOW*
ING A PIPE BREAK ARE DESIGNATED BY THE FOLLOWING SYMBOLS;
+- PIPE WHIP RESTRAINT
-f - BUMPER*TYPE RESTRAINT A - ANCHOR
- 4. f'> - PIPING DOWNSTREAM OF VALVES HV-1F062AAND HV-1F052B IS MODERATE*
ENERGY.
- 5. INTERMEDIATE BREAK LOCATIONS DOWN*
STReAM OF NODE POINT 86 ARE SELECTEo AT LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH SECTION 3.6.2.1.1.4. tao FLOW TO "RHR ISOLA.TE.:O "BY BLA..NK. PL.A-."TS. LIMERICK GENERAnHO STATION UNITS 1 AIIO 2 UPDATED FINAL SAFETY ANALYSIS REPORT HPCI STEAM SUPPL Y PI~NG ISOMETRIC (PORTION OUTSIDE PRIMARY CONTAlNMENT) (UNIT 1 ONLY) (SHEET 1 OF 2) FIGURE 3.6*22 Rev. 6,12/96
NOTES: i":CAlCULATEO STRESSES rOR
- POINTS SHOWN IN THIS rlGURE ~~
10:-:: LISTED IN TABLE 3.6-1~.
- 2. THE FOLLOWING SYMBOLS ~~ US(: -~ INDICATE BREAK LOCATIONS:
~ - TERMINAL END BRE~
~ - INTERMEDIATE BRE~
o- CIRCUWERENTIAL /flEA!( (0 : LONGITUDINAL BREA.~
- 3. STRUCTURES AND OEVICES THAT 1:- AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A c:~ BREAK ARE DESIGNATED By THE FOLLOWING S~S:
- PIPE WHIP RESTRAlh-
- BUMPER-TYPE ~STRAI\-
- ANCHOR
~ - COMPENSATING STI!lJT
~. ~ OOWNSTREA~ OF Tr:
r - PIPING HV-2F052A AND Hv-2f052E :S VALVES IO)(RATE-E~RGY.
- 5. B'RA.NCH 'PIPE- IS A.N It--JTE.G,AAL
.A-.TTACHMEt-JT TO 12" EE,B-208 FOR. STRU CTUR AL COtJPLI"-l~
A.~O DOE:..S !-JOT C.A...Rl<Y A..NY FLOW . UIlEAlCK GEMEMnNQ STATION UNITS 1 AIID 2 upoAn io FINAL SAFETY ANALYSIS REPORT HPCI STEAM SUPPlY PtPNlISC>>.tETRlC (PORTION OUTSIDE PRNARY'CONTAINNENT)
~rr2)
(SHEET 2 OF Z) FIGURE 3.6-22 Rev. 6,12/9 6
HPCI PUMP ROOM EL. 177 V= 26,000 FT3
~
A= 2 A= 140 121 FT FT2 C= 0.77 r HPCI PIPING AREA EL.201 V= 3,370 FT3 A= 127 137 FT2 C= 0.69 BOP G 0.1 PSID ISOLATION VALVE
@ COMPARTMENT EL.217 81,100 F,J V= 83,800 A= 157 150 n2 C= 0.76 r
STEAM VENTING
@ TUNNEL EL.241 4,480 Fr3 V= 4,425 A= 137 145 FT2 C= 0.61 BOP G 0.5 PSID r
ATMOSPHERE lNSI.DGN LDERICK GENERATING STATJON lNTS 1 Ate) 2 LPDATED FINAL. SAFETY ANALYSIS REPORT A= VENT AREA C= FLOW COEFFICIENT PRESSlJIE-TDlPERATLIE TIWISIDtI' V= FREE VOLUME ANALYSJS aaJEL. FOR IfICI STEAIoI stJIIIL.Y BOP= BLOWOUT PANEL UtE IIREAl DI tPCJ COMPARllIIENT uar n CSHEET' IF 2 , FIGURE 3.6-23 Rev. Rev.318 Nov.193 Sept./16
HPCI PUMP ROOM
~~. ~~:OOO F,-3 Ii A=
A= 140 121 FT 2 FT2 C= 0.71 HPCI PIPING AREA EL.201
@8 V= 3,370 FT3 A=
A= 104 137 FT 2 FT2 C= 0.69 BOP a 0.1 PSID ISOLA TION VALVE f21\ COMPARTMENT "t:Y EL. 217 V= 83,800 V= 81,100 FT F,a3 A= A= 157 150 FT 2 F,z C= 0.76
,~
STEAM VENTING
@ 2TUNNEL
~. ~j~5 V= 3,150 FT3 FT3 A= 176 Fr2 C= 0.90 SECURITY PLENUM EL.241 V= 1,320 FT3 A= 137 FT2 C= 0.89 C= 0.69 LIMERICK GENERATING STATION r BOP a 0.5 PSID lNTS 1 AI<<) 2 LPDATED FINAL. SAFETY ANAL.YSIS REPORT A= VENT AREA C= FLOW COEFFICIENT
~ PRESSURE-TEll'ERAllRE TRANSJDIT
~
V= FREE VOLUME ANALYSJS IIIJDEL FOR tPCt STUN 5UIPlY BOP= BLOWOUT PANEL Ut£ IIREAIt ]N IPCJ COMPAJmENT UGT 2) CStEET 2 OF 2 , FIGURE 3.6-23 Rev. 18 Nov./93 Rev.3 Sept./16
ISOLA TION VAL VE COMPARTMENT
@ EL.217 81,100 F,J V= 83,800 A= 157 150 Fr2 C= 0.76 STEAM VENTING
@ TUNNEL EL.241 4,425 ~
V= 4,480 A= 137 145 FT2 C= 0.67 1 BOP II 0.5 PSID ATMOSPHERE
-../"-
LIMS3.oGN UMERlCK GENERATING STATIDN OOTS 1 At<<) 2 A= VENT AREA LPDATED FINAL SAFETY ANALYSIS REPORT C= FLOW COEFFICIENT PRESSlJ£-TBofIERATURE TRANSIENT V= FREE VOLUME ANALYSIS IIJOEL FOR IPCI S1'EMI SlJIPLY LD£ MEAl IN JSO.A11DN BOP= BLOWOUT PANEL VALVE CClPAR'ntEJfT cutaT U CSIEET' IF 2 , FIGURE 3.6-2. Rev. 18 Nov./!3 Rev.3 Sept./16
ISOLA nON VAL VE 121'
'tY COMPARTMENT EL.217 V= 81,100 83,800 FT3 A= 157 150 Fr2 C= 0.76 r
STEAM VENTING
@ 2TUNNEL EL.241 V= 3,150 4,195 FT3 A= 176 FrZ C= 0.90
'r SECURITY PLENUM EL.241 V= 1,320 FT3 A= 137 Fr2 0.69 C= 0.89 BOP II 0.5 PSID
~
V--
~ ATMOSPHERE
-~
LIMS<I,oGN UWERJCK GENERATING STATJON OOTS 1 All) 2 lPDATED F1NAL SAFETY ANALYSIS REPORT A= VENT AREA C= FLOW COEFFICIENT PRESSIJ£-TDHRATl.RE llWISlENT ANALYSJS MODEL. FOR fIlCI SlUM S&JIPI.Y V= FREE VOLUME UNE IREAIt IN ISDL.ATDJN BOP= BLOWOUT PANEL VALVE CCM'ARnIENT aNT Zl CSHEET Z OF Z , FIGURE 3.6-241 Rev. 18 Rev. Sept./16 3 Nov./93
n-+---.\
\ [L. 283'-.3'1/6" \. \---MAIN STtAM LINE &
NOTU
~\j 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-16.
WoP.EL. 273'-6~8"
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL BREAK END INTERMEDIATE BREAK CI RCUMFERENTIAL BREAK LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT M RESTRICTIONS TO PIPE MOVEMENT F01.LOW.NG A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
f PIPE WHIP RESTRAINT
-I BUMPER-TYPE RESTRAINT
- ANCHOR
---D-{ - COMPENSATING STRUT LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RCIC STEAM SUPPLY PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT)
(UNIT 1 ONLY) (SHEET1 OF 2) FIGURE 3.6-25
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-15 IN. P. EL. 273 '- " 111"
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
TERMINAL BREAK END INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
f PIPE WHIP RESTRAINT
... BUMPER-TYPE RESTRAINT A ANCHOR
~ - COMPENSATING STRUT LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RCIC STEAM SUPPLY PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT)
(UNIT 2) (SHEET 2 OF 2) FIGURE 3.6-25
NOTES:
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-16.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ - TERMINAL END BREAK
@ -INTERMEDIATE BREAK 0- CIRCUMFERENTIAL BREAK 8- LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOW*
ING A PIPE BREAK ARE DESIGNATED BY THE
+-
FOLLOWING SYMBOLS: PIPE WHIP RESTRAINT
-I - BUMPER-TYPE RESTRAINT A - ANCHOR
@ 4.
rfi3> - PIPING DOWNSTREAM OF VALVE HV-1 F045 IS MODERATE-ENERGY ttl"'ttl-
/,
- /",
- I --,
'Jt-...-.....I! LIMERICK GENERATING STATION UNITS 1 AND 2
-------~--~------
UPDATED FINAL SAFETY ANALYSIS REPORT RCIC STEAM SUPPLY PIPING ISOMETRIC (PORTION OlITSIDE PRIMARY CONTAINMENT) (UNIT 1 ONLy) (SHEET 1 OF 2) FIGURE 3.6-26
3"-OB,<) -207 )j0Nr. ON C. 3.C-25 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-16.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
~ - TERMINAL END BREAK
~ - INTERMEDIATE BREAK
~ - CIRCUMFERENTIAL BREAK
~ - LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE OESIGNATED BY THE FOLLOWING SYMBOLS:
-:t- - PIPE WHIP RESTRAINT
~ - BUMPER-TYPE RESTRAINT
~ - ANCHOR
~ - COMPENSATING STRUT 4.
r~ - PIPING DOWNSTREAM OF THE VALVE MO-2F045 IS MODERATE ENERGY. LIMERICK GENERATING STATION UN1T11 AND 2. UPDATED FINAL SAFETY ANALYSIS REPORT RCIC STEAM SUPPLY PIPING ISOMETRIC (PORTION OUTSIDE PRIMARY CONTAINMENT) (UNIT 2) (. .EET2 OF J) FIGURE 3.848
RCIC PUMP ROOM
@ EL. 177 11,900 FT 3 V= 11,700 A= 35 29.6 FT2 C= 0.71 RCIC UPPER
@ PIPE TUNNEL EL. 201 1,320 FT3 V= 1,300 A= 23 FT2 C= 0.65 Ir BOP a 0.1 PSID ISOLATION VAL VE COMPARTMENT EL. 217 81,100 FT 3 V= 83,800 150 f'r2 A= 157 C= 0.76 STEAM VENTING
@ TUNNEL EL. 241 4,480 Fr3 V= 4,425 A= 137 145 Fr2 C= 0.67 BOP a 0.5 PSID ATMOSPHERE LIMSS.DGN LIMERICK GENERATING STATION llGTS 1 AN> 2 A= VENT AREA UPDATED FDW. SAFETY ANALYSIS REPORT C= FLOW COEFFICIENT PRESSURE-TEMPERATUE TRANSJENT V= FREE VOLUME ANALYSJS MODEL FOR RCIC S1EAM SlJlllLY BOP= BLOWOUT PANEL UNE IREAlt JN RCIC PIJll CDPARTMENT IUNIT U CSHEET 1 IF 2 1 FIGURE 3.6-27 Rev. 18 Rev. Sept./16 3 Nov./93
RCIC PUMP ROOM
@ EL. 177 V= 11,700 11,900 FT3 A= 35 29.6 FT2 C= 0.71 RCIC UPPER PIPE TUNNEL
@ EL. 201 1,320 FT3 V= 1,300 A= 23 FT2 C= 0.65
, , BOP a 0.1 PSID ISOLATION VAL VE
@ COMPARTMENT EL. 217 83,800 FT3 V= 81,100 A= 157 150 Fr2
, C= 0.76 STEAM VENTING
@ TUNNEL EL. 2-41 V= 3,150 4,425 Fr3 A= 176 FT2 C= 0.90 SECURITY PLENUM EL. 241 V= 1,320 FT 3 A= 137 FT2 C= 0.69 0.89
, , BOP a 0.5 PSID
- LIMS6.0GN
~
LIMERICK GENERATING STATION ATMOSPHERE OOTS 1 AN> 2 A= VENT AREA C: FLOW COEFFICIENT
- ~
lJIDATED FINAL SAFETY ANALYSIS REPORT PRESSURE-TBRRATIIE T1WfSJEN1' V= FREE VOLUME ANALYS1S .alEL FDR RCIC STIAM SlJIPLY BOP= BLOWOUT PANEL UNE lllEAK IN ICIC PllP CDMPARTIBIT UllT 2> ISfEET Z DF 2 1 FIGURE 3.6-27 Rev. 3 Rev. 18 Nov./93 Sept./16
M)TH
- 1. CALCULATED STRESSES FOR THE NODE
~INTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-17.
- 2. THE FOLLOWING SYMBOLS ARE USED TO tNOlCATE BREAK LOCATIONS:
@ TERMINAL END BREAK - INTERMEDIATE BREAK @ CIRCUMFERENTIAL BREAK (L) _
LONGITUDINAL BREAK
- 3. iTMJCTURES AND DEVICES THAT ACT AI fIIUT'UCTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG*
NATEO IY THE FOLLOWING SYMBOLS: f PIPE WHIP RESTRAINT
-t BUMPER-TYPE RESTRAINT 4. ~
ANCHOR PIPING OUTIOARD OF TttI CLOSED VALVI tlMOOEfIIA.,E-£NlRGY. LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN ITEAM DRAlNAOE PIPING iSOiIIE IIIC (PORTION INSIDE PRIMARY CONTAiNIENT) (UNIT 1 ONLY) (SfiEET 1 OF 2) FIGURE 3.6-28
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-17.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK
@ CIRCUMFERENTIAL BREAK
@ LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
f PIPE WHIP RESTRAINT
-I BUMPER-TYPE RESTRAINT 41'>
ANCHOR PIPING OUTBOARD OF THE CLOSED VALVE IS MODERATE-ENER*GY. LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM DRAINAGE PIPING ISOMETRIC (PORnON INSIDE PRIMARY CONTAINMENT) (UNIT 2) (SHEET 2 OF 2) FIGURE 3.6-28
INTENTIONALLY LEFT BLANK LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 3.6-29
LGS UFSAR Figure 3.6-30 Sheet 1 of 4 has been DELETED Rev. 11 9/02
NOTES
- 1. CAt.CULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LIlTED IN TA8LE 3.8-19.
- 2. THE FOLLOWING SYMBOLS ARE useD TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK (9- CIRCUMFERENTIAL BREAK (D- LONGITUDINAL BREAK
~-
- 3. . PIPING DOWNSTREAM OF VALVE HV-l FOOl IS MODERATE-ENERGY.
W.P.EL32'2'-O}'S" It' I I I 'l'DBA-loe P F'IG.?>.6-S
,I LIMERICK GENERATING STATION J,' - MAIN STEAM UNF: C UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RPV HEAD VENT PIPING ISOMETRIC (UNIT 1 ONLy)
(SHEET 2 OF 4) FIGURE 3.6-30
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-19
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK (9 - LONGITUDINAL BREAK P-EAC-TDfl, LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RPV HEAD VENT PIPING ISOMETRIC (UNIT 2)
(SHEET 3 OF 4) FIGURE 3.6-30
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6*19.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
@l- INTERMEDIATE BREAK
@- CIRCUMFERENTIAL BREAK
@- LONGITUDINAL BREAK
~-
- 3. PIPING DOWNSTREAM OF VALVE HV*tFOO1 IS MODERATE*ENERGY .
I I I q'OBA-lOe LIMERICK GENERATING STATION
/J 6.~.'-. UNlT81 AN02 I UPDATED FINAL SAFETY ANALYSIS REPORT I
J,"-- MAIN STEAM UN( C RPV HEAD VENT PIPING ISOMETRIC (UNIT 2) (SHEET 4 OF 4) FIGURE 3.8-30
y ~~ z x NOTIS
- 1. CALCULATED STRESSES FOR THE t"OOE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6*20.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK (0- CIRCUMFERENTIAL BREAK (0- LONGITUDINAL BREAK
~l'30 I
- 3. STRUCTURES AND DEVICES THAT ACT AS 8, 1II REST.UCTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESlG*
NATED BY THE FOLLOWING SYMBOLS:
+-
PIPE WHIP RESTRAINT
- BUMPER*TYPE RESTRAINT
- ANCHOR 4.
~- PIPING DOWNSTREAM OF VALVE 1027 IS MODERATE*ENERGY.
0)
\0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT STANDBY UQUID CONTROL INJECTION PIPING ISOMETRIC (UNIT 1 ONLY)
(SHEET 1 OF 2) FIGURE 3.6*31
y ~A z x
/"
'i?
S
-(D .....
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-20
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- TERMINAL END BREAK
- INTERMEDIATE BREAK
- CIRCUMFERENTIAL BREAK (0 - LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
+-
PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT A - ANCHOR 4.
~- PIPING DOWNSTREAM OF VALVE 2027 IS MODERATE-ENERGY.
UIIERICI( GENERATING SW"ION UNITS 1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT STANDBY LIQUID CONTROL INJECT10N PIPING ISOMETRIC (UNrr2) (lHEET 2 OF 2} FIGUFE3.N1
NOTI.
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LIlTED IN TABLE 3.8-21.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE.BREAK LOCATIONS:
@ TERMINAL END BREAK INTERMEDIATE BREAK
@ CI RCUM FE RENTIAL BREAK LONGITUDINAL BREAK
- 3. STftUCTURES AND DEVICES THAT ACT I r.- /I AI RlIT"ICTIONS TO PIPE MOVEMENT W.P. EL. '244-11'It;; -~~
FOLlOWING A PIPE BREAK ARE DESIG* NATeD IY THE FOLLOWING SYMBOLS: f PIPE WHIP RESTRAINT
-I BUMPER*TYPE RESTRAINT A ANCHOR
- 4. fY PIPING DOWNSTREAM OF VALVE HV*1f009IS MODERATE*ENERGY.
LIMERICK GENERATING STATION UNfTS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RHR SHUTDOWN SHUTDOWIJ COOLlfJG 5UCTIOt./ LII-IE COOLING PIPING ISOMETRIC (UNIT 1 ONLy) (SHEET 1 OF 6) FIGURE 3.6*32
y NOTES
- 1. CALCULATED STRESSES FOR THE NODE l(: 2.
POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.8-21. THE FOLLOWING SYMBOlS ARE USED TO INDlCATE BREAK LOCATIONS:
- I
( TiRMINAL END 8REAK INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT
~ RESTRICTIONS TO PIPE MOVEMENT FC)U.OWING A PIPE BREAK ARE DESIG*
NATEO BY THE FOLLOWiNG SYM80LS: f - PIPE WHIP RESTRAINT
-I - BUMPER*TYPE RESTRAINT 4.
~
ANCHOR PIPING UPSTREAM OF VALVE HV*' F060A IS MODERATE*ENERGY. LIMERICK GENERATING STATION SHUTDOW\.J COOLlf.J6 RETUP-IJ UIJE A UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RHR SHUTDOWN COOUNG PIPING ISOMETRIC (UNIT 1 ONLy) (SHEET 2 OF 6) FIGURE 3.6-32
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.8-21.
- 2. 1l4i FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ - TERMINAL END BREAK
@l INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK (9 LONGITUDINAL BREAK
- 3. STIU'CTURES AND DEVICES THAT ACT AI JitESTRICTIONS TO PIPE MOVEMENT feLLOWING A PIPE BREAK ARE DESIG*
NATED IY THE FOLLOWING SYMBOLS: PIPE WHIP RESTRAINT BUMPER*TYPE RESTRAINT ANCHOR PIPING UPSTREAM OF VALVE HV-1 F050B IS MODERATE*ENERGY. I'll/DCA_ SHUTDOWf.,I COOLlf..IG F\ETLJPlIJ UI-IE B LIMERICK GENERATING STATION UNITS 1 M02 UPDATED FINAL SAFETY ANALYSIS REPORT RHR SHUTDOWN COOLING PIPING ISOMETRIC (UNIT 1 ONLy) (SHEET 3 OF 6) FIGURE 3.6*32
~OTES I. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6*21 THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
TERMINAL END BREAK INTERMEDIATE BREAK, CI RCUM FERENTIAL BREAK LONGITUDINAL BREAK STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG* NATED BY THE FOLLOWING SYMBOLS: f PIPE WHIP RESTRAINT
-I BUMPER*TYPE RESTRAINT A ANCHOR r
~ _ PIPING DOWNSTREAM OF VALVE Mo-2FO09 IS MODERATE*ENERGY.
UIIERICK CIINIRA'I'IG STATION UHITI1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RHR SHUTDOWN SHUTOOWij COOL.I~ SUCTIO~ LI~E COOLING PtPtNG tSOMETRIC (UNrT2) (SHEET 4 OF 6) FIGURE 3.1-32
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGU RE ARE LISTED IN TABLE 3.6-21
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
TERMINAL END BREAK
- INTERMEDIATE BREAK
@ - CIRCUMFERENTIAL BREAK
<9 - LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
f - PIPE WHIP RESTRAINT
-t - BUMPER-TYPE RESTRAINT A ANCHOR
- 4. ~ PIPING UPSTREAM OF VALVE HV-2F050A IS MODERATE-ENERGY.
Itz. "OCA-'20
- -:t-3' ~~ t'? "-
ARC LEt.JGT H LIMERICK GENERATING STATION UNITS 1 ~ND2 UPDATED FINAL SAFETY ANALYSIS REPORT RHR SHUTDOWN COOLING PIPING ISOMETRIC (UNIT 2) SHUTDOW~ COOLUJG RETUF..j.J LI~E A (SHEET 5 OF 6) FIGURE 3.6-32
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6*21
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
TERMINAL END BREAK INTERMEDIATE BREAK
© CI RCUM FERENTIAL BREAK
@ LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
f - PIPE WHIP RESTRAINT
-I - BUMPER-TYPE RESTRAINT 4.
~
ANCHOR PIPING UPSTREAM OF VALVE HV-2.F050B IS MODERATE*ENERGY. 1l Itz DCA-204 UMEAICK GENEAAnNG STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SHUTDOW~ COOLII4G ~ETU~I-J LI~E e RHRSHUTDOWN COOLING PIPING ISOMETRIC (UNIT 2) (SHEET 6 OF 6) FIGURE 3.6-32
NOTEI
- 1. CALCULATED STRESSES FOR THE NODE POIfiCTS SHOWN IN THIS FIGURE ARE USTID IN TABLE 3.8-22.
- 2. THE FOLLOWING SYMBOLS ARE USED TOIMOtCATE BREAK LOCATIONS:
@ TERMINAL END BREAK @l INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK CD LONGITUDINAL BREAK
- 3. ITJllUCTURES AND DEVICES THAT ACT
,.. AHTRICTIONS TO PIPE MOVEMENT FOlLOWING A PIPE BREAK ARE DESIG*
NATIO BY THE FOLLOWING SYMBOLS: f PIPE WHIP RESTRAINT
-I BUMPER*TYPe RESTRAINT 4. ~
ANCHOR PIPING UPSTREAM OF THE CHECK VALVE IS MODERATE*ENERGY.
- 5. LPCI LOOP D IS SHOWN. THE BREAK LOCATIONS INDICATED ARE TYPICAL FOR LOOPS A, B, AND C, WHICH ARE ARRANGED SYMMETRICALLY.
LIMERICK GENERATING STATION UNITS 1 ~ND2 UPDATED FINAL SAFETY ANALYSIS REPORT LPCIINJECTION PIPING ISOMETRIC (UNIT 1 ONLy) (SHEET 1 OF 2) FIGURE 3.6-33
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-22.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
TERMINAL END BREAK INTERMEDIATE BREAK
@ CIRCUMFERENTIAL BREAK CD LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT ANCHOR PIPING UPSTREAM OF THE CHECK VALVE IS MODERATE*ENERGY.
- 5. LPCI LOOP D IS SHOWN. THE BREAK LOCATIONS INDICATED ARE TYPICAL FOR LOOPS A, B, AND C, WHICH ARE ARRANGED SYMMETRICALLY. SEE iA ~LE. -1 .
TA6LE.-i " I PR LOCATloJ COIU'i.SPONPIIoI'=! PRS I=o~ IN LOOP- D LooP-A _I..OOP- e ~Cl~P-C. UMEAICK GENERATINQ STATION 5 PRo - ZB SPR-31 5PI<-30 SPR-1...9 UNf1'1I1 AND I _._-- -~--
- 5-4 B-?' 1:>-1 &-e UPDATED FINAL SAFETY ANALYSIS REPORT B-3 8 8-7 LPCI f.1JECT1ON PJPN3ISOMETRIC B- " (UNfT2)
~-loA l)-II B-9A 8-lt (SHEET 2 OF 2)
FlGUFEa.Na
NO"a
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE Limo IN TABLE 3.6-23.
- 2. THE FOLLOWING SYMBOLS ARE UseD 10 INOICATE BREAK LOCATIONS:
TERMINAL END BREAK INTERMEDIATE BREAK
@ CIRCUM FERENTtAL BREAK (9 LONGITUDINAL BREAK
- 3. ST"UCTVRES AND DEVICES THAT ACT AlIlUTRICTIONS TO PlttE MOVEMENT FOLLOwiNG A PIPE BREAK ARE DESIG*
NATIO BY THE FOLLOWING SYMBOLS: f PIPE ~HIP RESTRAINT
-I - BUMPER-TYPE RESTRAINT
,& - ANCHOR 4.
~
PIPING UPSTREAM OF THE CHECK VALVE IS MODeRATE-ENERGY.
- 5. CORIIPRAY LOOP A IS SHOWN.
THE PEAK LOCATIONS INDICATED A"I TYPICAL FOR LOOP B, WHICH IS ""RANGED SYMMETRICALLY. LIMERICK GENERATING STArlON UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CORE SPRAY INJECTION PIPING ISOMETRIC (UNIT 1 ONLY) (SHEET 1 OF 2) FIGURE 3.6-34
NOTES
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-23.
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
@ TERMINAL END BREAK INTERMEDIATE BREAK @) CIRCUMFERENTIAL BREAK @ LONGITUDINAL BREAK
- 3. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-t -
NATED BY THE FOLLOWiNG SYMBOLS: PIPE WHIP RESTRAINT
-I BUMPER-TYPE RESTRAINT A ANCHOR
- 4. ~ _ PIPING UPSTREAM OF THE CHECK V VALVE IS MODERATE-ENERGY.
- 5. CORE SPRAY LOOP A IS SHOWN.
THE BREAK LOCATIONS INDICATED ARE TYPICAL FOR LOOP B, WHICH IS ARRANGED SYMMETRICALLY. PR '5 \ N PARlN1Hl')\S ARE. FOR LOOP B. LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CORE SPRAY INJECTION PIPING ISOMETRIC (UNIT 2) (8HEET 2 OF I) FIGURE 3.6-34
INTENTIONALLY LEFT BLANK LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 3.6-35
TYPICAL FORCE DEFLECTION CURVE FOR A 6-BAR, 24-in. PIPE RESTRAINT LOADED AT 00 1100 24 F = 6 [ 102,228(0-5.9841°. ]
,000
/
900
/
800
/
/
.e-700 /
- / DEFLECTION LIMIT w
u II: 600
/
//~
0 LL W u 500 z I- LINEAR IDEALIZATION tI) Vi 400 w II: 300
.....- - TOTAL CLEARANCE = 5.98 in.
200 100 15 PIPE DEFLECTION, 0 (in.l TOTAL CLEARANCE = ~ INIT~ CLEARANCE (4 in.l EF:] CLEARANCE (1.98 in.l LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL FORCE*DEFLECTION CURVE FOR RECIRCULATION SYSTEM PIPE WHIP RESTRAINT FIGURE 3.6-36
RC3LL
\......ooj--_ _ RC8LL KEY:
~C40 ~ TYPICAL BREAK LOCATION
~ L TYPICAL RESTRAINT DESIGNATION LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT BREAK LOCATIONS AND RESTRAINTS "ANALYZED FOR POAVERfFICAtlON PROGRAM FIGURE 3.6=-37
Y NORTH CONTAINMENT WALL ", I LEGENp GUIDE FBREAK RIGID RESTRAINT
\
TYPICAL PIPING SYSTEM MODEL FMAX oL-~ o. ____ ~ __________________ ~=-
~
TIME IMSECI TYPICAL PIPE BREAK FORCING FUNCTION LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE BREAK ANAL YS1S MODELS FIGURE 3.6-38
NOTES
- 1. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS.
@ TERMINAL END BREAK INTERMEDIATE BREAK
© CIRCUMFERENTIAL BREAK
© LONGITUDINAL BREAK
- 2. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING f PIPE WHIP RESTRAINT
-I BUMPER-TYPE RESTRAINT
.. ANCHOR
- 3. INTERMEDIATE BREAK LOCATIONS DOWNSTREAM OF THE TERMINAL END ARE SELECTED AT LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH SECTION 3.6.2.1.1.4.
I \ I . PECO ENERGY COMPANY LIMERICK GENERATING STATION I ~I,,'I UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RWCU PUMP SUCTION PIPING ISOMETRIC (PORTION INSIDE RWCU ISOLATION VALVECOMPARTMENl) I (UNIT 1 ONLy) FIGURE 3.6-39 Sht.10F2 Rev. 10 10/00
NOTES:
- 1. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
~ - TERMINAL END BREAK
~ - INTERMEDIATE BREAK
~ - CIRCUMFERENTIAL BREAK
~ - LONGITUDINAL BREAK
- 2. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
-!- - PIPE WHIP RESTRAINT
./
/
-- BUMPER-TYPE RESTRAINT
~ - ANCHOR
~ - COMPENSATING STRUT
- 3. INTERMEDIATE BREAK LOCATIONS DOWNSTREAM OF THE TERMINAL END ARE SELECTED AT LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH SECTION 3.6.2 .1.1.4 .
6' x 4' CONC. RED. LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RWCU PUMP SUCTION PIPING ISOMETRIC (PORTION INSIDE RWCU ISOLATION VALVE COMPARTMENT) (UNIT 2) (SHEET 2 OF I) FIGURE 3.6-39 Rev. 11 9/02
LGS UFSAR Figure 3.6-40 Intentionally Left Blank
~ ~ A ~ § -, ~ B r 0
\.. ..)
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT GENERIC REPRESENTATION OF PIPE FIGURE 3.6-41
B C I~r----tlt) D I E B C D E
" - RESTRAINT BEFORE THRUST DURING THRUST (a)
B C D B C D Fit) FEOUIV J F(t) - FEQUIV
" - EQUIVALENT MASS (b)
BEFORE THRUST DURING THRUST LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REPRESENTATION OF PIPE WITH BOTH ENDS BUI L T -IN FIGURE 3.6-42
HPCI STEAM LINE BREAK IN HPCI COMPARTMENT STEAM LINE TEMP. 547.5°F PRES. 1024 PSIA HPCI PUMP ROOM TEMP. IISOF
@ 1EL.I77 V= 25,000 FT3 R.H.26Z PRES. 14.7 PSIA WALL HEIGHT 21.5 FT2 FLOOR AREA 1420 FT j~ A= 121 FT2 C= 0.11 1
i:"::\ HPCI PIPING AREA TEMP. II SO F WALL HEIGHT 16 FT-?
\!!t EL. 201 3 R.H. 26Z FLOOR AREA 234 FI-V=3,370 FT PRES. 14.1 PSIA j~ A= 131 Fr2 C= 0.69 "BOP c 0.1 PSID ISOLATION VALVE TEMP. 12~ F WALL HEIGHT 34 FT J:':\ COMPARTMENT EL.217 R.H.40Z FLOOR AREA 2185 Fr2 AT ELEV.211 ROOM V= 83,800 FT3 PRES. 14.1 PSIA HAS AN IRREGULAR SHAPE - FLOOR AREA X HEIGHT 4 WOULD NOT NESSARILY A= 150 n2 CORRESPOND TO C= 0.16 COMPARTMENT VOLUM~
STEAM VENTING TEMP. 120°F
@ 2TUNNEL EL.241 R.H.40Z PRES. 14.1 PSIA WALL HEIGHT 10FT 2 FLOOR AREA 442 FT V= 4,425 FT3 A= 145 FT2 C= 0.61 BOP c 0.5 PSID
- NOTE: This model is based on the original power leVel.
ATMOSPHERE Initial environmental conditions and their affect on this model at the 3527 MWt power level have been accounted for in Tables 3.6-7 and 3.6-9. u.ERJCK GENERATING STATJDN IHTS 1 All) 2 A= VENT AREA lP01TED FDW.. SAFETY ANALYSlS REPORT C= FLOW COEFnCIENT V= FREE VOLUME E:NVJREH,ENTAl. QJIC)l i JDNS All) BOP= BLOWOUT PANEL CDIIP.umEHT DDmISmNS FOR
!PC[ STEAM L.D£ HAl FIGURE 3.6~3 Rev. 5, 4/96
8 cO
~
r--
- IE
!;{
, \ ~
~
a ('oj
~
~ ~
/ 0
~
~
('oj
~
,p CD
'\
~
1000..-. ~~ 8 00*00t> ci OO*OZ:E oo*Ot>z: 0009L 0008 (~) 3~n.L\t'~3dW3.L LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT NOTE: This temperature transient Is based on the original power level. Environmental conditions for the break based on a power level of 3527 MWt are listed in HPCI STEAM SUPPLY LINE BREAK Tables 3.6-7 and 3.6-9. IN HPCI COMPARTMENT TEMPERATURE TRANSIENT FIGURE 3.6-44 Rev. 5, 4/96
8 cO 8
~
If' I
~ a o
~
~lrn 8 cO I(
I)
~ ~
~
\
I\~ ):
\ ~
~
8 N
~
8 ci OS*9l OO*9l OZ*9l OV*Vl ('VISd) 3~nSS3~d LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT NOTE: This pressure transient is based on the original power level. Environmental conditions for the break HPCI STEAM SUPPLY LINE BREAK based on a power level of 3527 MWt are listed in IN HPCI COMPARTMENT Tables 3.6-7 and 3.6-9. PRESSURE TRANSIENT FIGURE 3.6-45 Rev. 5, 4/96
PERIOD IN SECONDS CI Z o Co>
~
- ~
Z Co>
~ ~ ~
FREQUENCY IN CYCLES/SECOND LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN RESPONSE SPECTRA FOR OPERATING BASIS EARTHQUAKE (HOR IZONTAL COMPONENT) FIGURE 3.7-1
PERIOD IN SECONDS 101.543 2 1.0 0 I OJ! 0.5 0.4 0.3 0.2 o I .oe.oe 0.0.. 0.03 0.D2 FREQUENCY IN CYCLES/SECOND LIMERICK GENERATING STATION UNtTS 1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN RUPONIE ftCTRA FOR SAFIIHUTDOWNEARTHOUAKE (HORIZONTAL COMPONENT' FIGURE 3.7-2
0
~
~ 0 ro 0 Z Q l-e:( a: 0
;::j' w 0
...J W CJ CJ e:( 0 c 0 z 0 0 a: (!) 0
;::j' cw 0 I
N
...J e:(
- ?! 0 a: CO 0 0 I
Z 0
~
1 0 . 00 2.00 4.00 6.00 8.00 10.00 12.00 jl.J. 00 16.00 TIME (SECONDS) LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SYNTHETIC TIME HISTORY NORMALIZED TO 1G FIGURE 3.7*3
PERIOD-SEC. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I I I I I I I i I LEGEND
- TIME HISTORY RESPONSE SPECTRA
********* DESIGN RESPONSE SPECTRA 10.0
'i"
~
Z* 0 i= II: w
...J W
t.) t.)
...J II:
l-IA t.) W A-en 6.0 IA J 0 w N
~
II: 0 z \. 4.0 lr.fl ~~ 2.0~----~--~-4-4-4~~'~----~--~~~~~~4-----~~~~~+--+-+-+~HH IJ **' '*.1\
~.
1...01 *
~
I ...-. ~ r' ** ~.....
- .~ ** ......"-I~~
- n.
...,v.;.
Lto-"-_~~ ..,:..::..:"l!.~. 0.1 2 4 8 8 1.0 2 4 8
- 10.0 2 4 8 8 100 FREOUENCY
- CPS LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF TIME HISTORY RESPONSE SPECTRA AND DESIGN RESPONSE SPECTRA (0.5% DAMPING)
(NORMALIZED TO 19) FIGURE 3.7-4
PERIOD-SEC_ 1.0 iii I I i I I I I Ii I i i i I I II I i I I LEGEND
- TIME HISTORY RESPONSE SPECTRA
********* DESIGN RESPONSE SPECTRA
~10.01------_r--_r--1----r_~_r~------r_--_I____+_+_+~++_I___----_+--_+--+-__I__+-r+~
ell Z* o i= c( a: w ~ 8.01------_r--_r--1----r_~_r~------r_--_I____+_+_+~+++_----_+--_+--+___I__+_r+~ (J ~ oJ c( a: ~ (J w ~ Q 6.0 1-------I------I--_r_+_r4-I-++------+---+--+-+_+_~++------+_--+__+~_+_r~ w N c(
- IE a:
o z 0.1 2 6 8 1.0 2
- 2
- 6 8 100 FREQUENCY - CPS LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARt.:JN OF T..ENIITORY R£8'ON8E .a:TRA AND 01_
RYIONSE~CTRA (1" (NORMALIZED-TO ls'- DAMP". FIGURE 1.7..
PERIOD*SEC. 10.0 1.0 0.1 0.01 I I I I I I I I I I I I j I I I I I I I I I I I LEGEND
- TIME HISTORY RESPONSE SPECTRA
********. DESIGN RESPONSE SPECTRA 10.0r-----~--~_+~_+_r~+_----~--~~--~_++4~----_+--_+--~+_~_rH E
Z* 0- ~ II: ~ w 8.0r-----~--~_+~_+_r~+_----_r--_r~--~_++1~----_+--_+--r_+_~_rH (,) ~ ..J c( II: t; W ~ 6.0r-----~--~_+~_+_r~+_----~--~~r_~_++4~----_+--_+--~+_~_rH cw N
- J c(
~
II: o z 4.0r-----~--~_+~_+_r~+_----~~6~-~~~~HA~+W~------+_--+_~_+~~HH
) .. ':I..... V~~"~~~ ~\
...~.. ........
I 2.0~----~--+-_+_+_+~~~'~--~--~-4~~~+++---~~~--_+--~~~~~
,~ .,
11.'- **** ~
~.
II* , .ltlt~ I ...... ~ .' .~t-++++++
....... ~ ..
I ..-I!'!";., 0.1 2 4 8 8 1.0 2 4 8
- 10.0 2 4 6 8 100 FREQUENCY* CPS LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF TIME HISTORY RESPONSE SPECTRA AND DESIGN RESPONSE SPECTRA (2% DAMPING)
(NORMALIZED TO 19) FIGURE 3.7~
PERIOD-SEC_ 10.0 1.0 0.1 0.01 I I I I I I I I I I I I I I I I " " I I I I LEGEND
- TIME HISTORY RESPONSE SPECTRA
********. DESIGN RESPONSE SPECTRA 10_0~----~--_r~r_~~~rr------~--+_~_+_+~r++_----_+--_+--+_~~r+~
r en Z* o ~ a: ~ 8-0r-----_r--~--~+_~_r++------+_--+__+~_+_r++~----~--~--~~~r+~ w I.) ~ ..J c( a: l-I.) w ~ 6_0~----~--_r~r_~~~rr------~--+_~_+_+~r++_----_+--_+--+_~+_r+~ c w N
- i
~a: o z 4.0~----_r--~~r_r_~_r~------r_--+_~_+_+_r~+_----_+--_+--+_4_+_~~ 0.1 2 4 6 8 1.0 2 4 6 8 10_0 2 4 6 8 100 FREQUENCY - CPS LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF TIME MtSTORV AEa>>oNSE .ECTRA AND DEIION RE.-oNSE SPECTRA (a D.....IIiI1G' (NORMALIZED TO ,,) FIGURE 3.7-7
PERIOD*SEC. 10.0 1.0 0.1 0.01 iii i I I I I I I II I I I I II I i I I I i LEGEND
- TIME HISTORY RESPONSE SPECTRA
********* DESIGN RESPONSE SPECTRA 10.0r_----1---1-_+~_+~r++_----_r--_r_;~~_+~~----_+--_+--r_+_~~H Iz*
o
~
ffi 8.or_----1---;-_+~_+~r++_----_r--_r_;~~_+~~----_+--_+--r_+_~~H oJ w U
~
oJ 4( II: t;w 6.or_----1---;--+~_+~r++_----_r--_r_;--~_+~~----_+--_+--r_+_~~H t; cW N
- i 4(
~
II:
~ 4.or_----1---1--+~_+~r++_----_r--_r_;--~_+~~----_+--_+--r_+_~~H 0.1 2 4 *
- 1.0 2 4 *
- 10.0 2 4
- 8 100 FREQUENCY* CPS LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF TIME HISTORY RESPONSE SPECTRA AND DESIGN RESPONSE SPECTRA ((;% DAMPING)
(NORMALIZED TO '" FIGURE 3.7"
PERIOD*SEC. 10.0 1.0 0.1 0.01 II I I I I I I I II I I I I I " II I I I I LEGEND
- TIME HISTORY RESPONSE SPECTRA
********* DESIGN RESPONSE SPECTRA 10.0r-----~--~_+~_+~r++_----_r--_r~~~_+~~----_+--_+--r_+_~~H
~ ~ c( II: ~ 8.0r-----~--~_+~_+~r++_----_r--_r~~~_+~~----_+--_+--r_+_~~H uJ S c( ...J c( II: U III ~ 6.Or-----~--~_+~_+~r++_----_r--_r~--~_+~4_----_+--_+--r_+_~~H o III N
~
a:: o z 4.0r-----;---;-_+~_+~r++_----~--~~--~_+~~----_+--_+--~+_~~H 0.1 2 4 *
- 1.0 2 4 *
- 10.0 2 4 *
- 100 FREQUENCY* CPS LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARIION OF TIME HIITORY R~ .a:TRA AND DEIIGN REaaoNIE .-ECTRA (~ DAMPING' (NORMALIZED TO 1,)
FIGURE 1.7~
334.4r;...*-==-.-_ 272.o'_=-__ 2Ge.o,_'~:;:...a-J 2 S2 """'"'--::= 250.0' ~ 244.0'"----::::.,. ...
~
@) @>
[ill 221.'"----=~~ ~ 207..0"_'~=J2::;..p...t.1 g!] 192.5'~ ~
*--=~.I
@ bW 18l9~
LEGEND: LIMERICK GENERATING STATION
" UNITS 1 AND 2
- MASS POINT UPDATED FINAL SAFETY ANALYSIS REPORT o JOINT NUMBER o MEMBER NUMBER HORIZONTAL SEISMIC MODEL o SPRING NUMBER OF PRIMARY CONTAINMENT FIGURE 3.7-10 Rev 08 1V98
I 334.4 [Z] I (j) ~__3.3 /.0
, [g) 325.7
, I§I __ 31'2.7
~
I 3/2.7 3 / 2.7 297.0 I
@]
~ ~ 294.8' 2~3.0'
@)
284.0 I
~ @
@ ~ 27~O' ,
, @] ~
272.0 273.0' rcrJ 2.72./7 ,
~ _2~5.5 ,
I [1J '2tiJ3.7 ~ @ 2G~.72 2102.0 25'.5' IjJ @ (j)
~ ,
I 252.0 ~ @ 250.0 244.0' ~ 23G.2 236.'2' 22/.G [llJ J 22/.6' ZOi.O I
@ ~ 207.0 le2.S' I?JJ ~ /!!J2.S'
@ I!fl @
18/.~ le/.g' (i) LEGEND: LIMERICK GENERATING STATION
- MASS POINT UNITS 1 AND 2 o JOINT NUMBER UPDATED FINAL SAFETY ANALYSIS REPORT o MEMBER NUMBER VERTICAL SEISMIC MODEL o SPRING NUMBER OF PRIMARY CONTAINMENT FIGURE 3.7-11
334.4 '---===.-- f
)~--------~u+---------~~F=__~~331.0 3 / '2.7_-==.-_ _ _, _ _F - - - - aI2 .7 I
297.0 2;)4.6' 293.0' I 284.Q 279.0' 2;2.0' '2 '13. 0' 272.17' 2(#5.5' I 2~3.72 ' 26'2.0 56.5' 4 25'2.0 250.0' 244.0' 236.2' 23~.O
~ 22./.~ ,
I
'2. 21. G 201.0 (@] 207.0' 19'2.5 IMI 1~2.5 m
LEGEND: LIMERICK GENERATING STATION UNITS 1 AND 2 D. MASS POINT NUMBER UPDATED FINAL SAFETY ANALYSIS REPORT JOINT HORIZONTAL SEISMIC MODEL o MEMBER NUMBER OF PRIMARY CONTAINMENT o SPRING NUMBER WITH 9OIL-sTRUCTURE INTERACTION FIGURE 3.7*12
I 354.4 [g] I (J) ~ 331.0
~
I 325.(
~ ~
I I 312.f 3/2.7 3/2.7 297.0 I IS] 293.0' ~ ~ 294.8 I 284.0' ~ @
~ 279.0' 272.0 [Z] 272./7 '
265.5' 2GS2.0
~
(j) 252.0' ~ §I I 250.0 2.44.0' ~ 236.2' [ll] 2360' 22/.6 ' IIi! 221.6' 207.0' IL3I liZ) 207.0 t
,g'2.5' ~ ~ 19'2. S I ITJ IS/.g' LEGEND: LIMERICK GENERATING STATION UNITS 1 AND 2 D* MASS POINT NUMBER UPDATED FINAL SAFETY ANALYSIS REPORT - JOINT VERTICAL. SEISMIC MODEL o MEMBER NUMBER OF PRIMARY CONTAINMENT o SPRING NUMBER WITH SOIL*STRUCTURE INTERACTION FIGURE 3.7*13
410.0' _ _ _ _ _~(!!1
.2.0- ffi]
332.0' 8 l!! 313.0' 304.0' [i] 213.0' 0 m 211.0' 213.0' 231.0' [!] 217.0' _ _ _ __A.;;;;; 201.0' m
<D",
177.0' _ _ _ __a-L!J---I\IVI LEGEND:
- MASSPOINT o JOINT NUMBER o MEMBER NUMBER LIMERICK GENERATING STATION UNiTS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT HORINZONTAL SEISMIC MODEL Of REACTOR ENCLOSURE AND CONTROL STRUCTURE FIGURE 3.7*14
ROOF FRAMING FUEL POOL GIRDERS UNIT NO.2 EL 410' flOOR FRAMING BETWEEN FUEL POOL GIRDERS & INTERNAL STEEL COLUMNS EL 352' FLOOR FRAMING BETWEEN STEEL COLUMNS & INTERIOR WALLS EL 333' FUEL POOL GIRDERS UNIT NO.1 EL 313' FLOOR FRAMING EL 304' BETWEEN POOL GIRDERS
& CONC. BEARING WALLS UNIT NO.1 EL 283' REACTOR ENCLOSURE h-~~------~31~----------~ FLOORS BETWEEN STEEL COLUMNS & DRYWELL REACTOR ENCLOSURE EL 269' FLOOR FRAMING (TYP)
EL 253' D---L-------~30~----------a EL 239' EL217' D-----------~29~----------~] EL 201' l>-------------I 28 ~--------<l
~---CONTROLSTRUCTUREFLOORS fEL 177' LEGEND: LIMERICK GENERATING STATION o MASSPOINT UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT 0- PIN CONNECTION VERTICAL SEISMIC MODEL OF REACTOR ENCLOSURE AND CONTROL STRUCTURE FIGURE 3.7*15
410.0' 6i 0 312.0' ,6j] 332.0' 8 [i] (i) t!J 313.0' 3M.0* @ [!] 213.0' 0) m
@ [!]
211.0' 213.0'
@ [i]
231.0' [!] (j) 217.0' [!] 201.0' II] 177.0' CD m "A.AA.a..&. ~
~
~ yyyy-~
~~
~~ -:'1 ~
...:J ~
LEGEND:
- MAlI POINT 0 JOINT NUa.ER LIMERICK GENERATING STATION UNITS 1 AND 2 0 ME_E .. NUMaER UPDATED FINAL SAFETY ANALYSIS REPORT HORIZONTAL SEISMIC MODEL OF REACTOR ENCLOIURE AND CONTROL STRUCTURE WITH SOIL-8TRUCTURE INTERACTION FIGURE 3.7-t'
ROOF FRAMING FUEL POOL GIRDERS UNIT NO.2 EL 410' FLOOR FRAMING BETWEEN FUEL POOL GIRDERS. INTERNAL STEEL COLUMNS EL 352' FLOOR FRAMING BETWEEN STEEL COLUMNS. EL 333' INTERIOR WALLS FUEL POOL GIRDERS UNIT NO. 1 EL 313' FLOOR FRAMING EL 304' BETWEEN POOL GIRDERS
- CONC. BEARING WALLS UNIT NO.1 EL 283' REACTOR ENCLOSURE
~---r-----I31l-------U r--.-- r FLOORS BETWEEN STEEL COLUMNS. DRYWELL EL 269' REACTOR ENCLOSURE FLOOR FRAMING (TYP)
EL 253'
~~------~30l-------a EL 239' EL 217' n-----~29l-------a EL 201' h-----------~28~--------~
-+---CONTROLSTRUCTUREFLOORS LEGEND: LIMERICK GENERATING STATION o MASSPOINT UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT 0- PIN CONNECTION VERTICAL SEISMIC MODEL OF REACTOR ENCLOSURE AND CONTROL STRUCTURE WITH SOIL-STRUCTURE INTERACTION FIGURE 3.7-17
o G ~ 14.' 2.3 1.&
~1====~5~!3======~I~z__-ER~4~/O~' ~
IZ.,: :t. 12
~
11l1111I1Il1IIllllllIII lllIllLI1l111111111111 IZ TRANSVERSE SECTION LONGITUDINAL SECTION LEGEND:
- MASS POINT AND JOINT NUMBER REACTOR AND CONTROL ENCLOSURE LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CORRELATION OF VERTICAL SEISMIC MODEL MASS POINTS TO THE PHYSICAL STRUCTURE FIGURE 3.7*1.
TYPICAL RPV AND INTERNAL REACTOR PRESSURE VESSEL STEAM SEPARATOR FUEL SHROUD GUIDE TUBES CRD HOUSINGS REFUELING BELLOWS ~,,~'~- STEAM SEPARATOR SHROUD VESSEL FUEL GUIDE TUBES VESSEL SKIRT CONTROL ROD DRIVE HOUSING (SHORTEST) LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SEISMIC MODEL OF REACTOR PRESSURE VESSEL AND INTERNALS (SHEET 1 OF 2) FIGURE 3.1-11
INSIDE TOP OF VESSEL HEAD EL30 5j EL31--------~~~3~1_
"""'----+------ REACTOR PRESSURE VESSEL EL 32 ----------04 ~
1n132 EL>> REFUELING BELLOWS ~3""'------i---=':"'::::""'- VESSEL HEAD FLANGE MATING SURFACE STABILIZER K5 ~ 34 EL~ ---~-~~4
~--- STEAM SEPARATOR
_~.- ______~t...-______ EL 18 TOP OF SEPARATORS
-..::.:.t-------..,:.::......------- EL 19 NORMAL WATER LEVEL
-..;;.:;......----~:.....------ EL 20 BOTTOM OF SEPARATORS
- - - - - EL 21B TOP OF SHROUD HEAD DOME
=-....::..::.t--...,.~--~=------ EL 21 EFFECTIVE TOP OF SHROUD HEAD
~--- FUEL
~~====~~~~---EL1
.....~--~t...-~~--EL2
.....~--~~~~----EL3
.....;;;:;.--,..:-....:::::::;:........--- EL4
.-~__-~~~~--EL5
.-!!!!---~-~--- ELI
,.::;;::::....--4~.....!::=--- EL 7 TOP OF GUIDE TUBES EL47 ------~
.-_~__~8-----EL8
... ill
--=,.--~--=,....---- EL 9 TOP OF SHROUD SUPPORT CYLINDER 1IIiii-..;;;4_ _ _--=I!...-.....:=...,..........ioI....._ _ _ EL 10 IY ----EL11 EL~ ---=~--~~----- F~"""---- EL 12 TOP OF CRD HOUSINGS Ii SUPPORT SKIRT ------..1 ~::--;~-t:;======-::--- EL.!!... ELEVATION "0" EL54 --------~..
- ....---==----- EL eo INSIDE BOTTOM OF VESSEL HEAD
~:
PEDESTAL i! MATHEMATICAL MODEL --INN-- AXIAL SPRING u REACTORl'RESSURE -@r- TORSIONAL SPRING VESSEL AND INTERNALS
---<>-- HINGE CONNECTION NOTE: MASS POINTS 14, 15, 11, 17,55,56,57,58, RIGID MEMBER AND MEMBER NUMBERS 14, 15, 11, 17,57,58 ARE NOT USED. SPRINGS K1 AND K2 ARE NOT USED.
-+- MASS POINT 0 MEMBER NUMBER LIMERICIC GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SEISMIC MODEL OF REACTOR PRESSURE VESSEL AND INTERNALS (SHEET 2 OF 2)
FIGURE 3.7-19
i I rT I
-vv 1
11771
~
I IJ
... ", 1 MODEl FREQUENCY *. 60 CPS MODE 2 FREQUENCY 8.55 CPS MODE 3 FREQUENCY 15.39 CPS MODEL LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTAINMENT HORIZONTAL MODE SHAPES UNCRACKED CONDITION (SHEET 1 OF 2)
FIGURE 3.7-20
I
~
i MODE 4 FREQUENCY 17.13 CPS MODES FREQUENCY 2,.31 CPS MODEL LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTAINMENT
~ORIZONTAL MODE SHAPES UNCRACKED CONDITION (SHEET 2 OF 2)
FIGURE 3.7-20
.v
- r MODEl MODE 2 MODE 3
.Iw "J" FREQUENCY 2.81 CPS FREQUENCY 7.S8 CPS FREQUENCY 9." CPS MODEL LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTAINMENT HORIZONTAL MODE SHAPES CRACKED CONDITION (SHEET 1 OF 2)
FIGURE 3.7-21
.I yy' I
~
\
\
\
j
.1 MODE 4 MODE a MODE 8 "'~
MODEL FREQUENCY 14.84 CPS FREQUENCY 17.22 CPS FREQUENCY 22.09 CPS LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTAINMENT HOR IZONTAL MODE SHAPES CRACKED CONDITION (SHEET 2 OF 2) FIGURE 3.7-21
MODE l' MODE 2 FREOUENCY 10.82 CPS FREQUENCY 17.57 CPS MODEL LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTAINMENT VERTICAL MODE SHAPES UNCRACKED CONDITION FIGURE 3.7*22
R
~
1l W I! rH I 1 f I I H in I I h' I . I
~
I
!I H
I H
~~
IW iH 1 ItJ
. i Ii I./'
'H I I
I I , I
~
HI' i - -I R P- H~ ~ t
\II i
/1 I I i
H I'
~
U-
- f1 I-n Ui i
f t
\
\
i 1 I II f-1
. I I
MODE 1 MODE 2 MODEJ FREQUENCY 7.73 CPS FREQUENCY 12.18 CPS FREQUENCY 19.'1 CPS MODEL* LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTAINMENT VERTICAL MODE SHAPES CRACKED CONDITION FIGURE 3.7-23
.i / /
V -""'\ D
. I
\
~ ~ '~
/
. I
\. \
'\....
MODE 1 MODE 2 t1 MODE 3 MODE 4 MODEll MODEl FREQUENCY FREQUENCY FREQUENCY FREQUENCY FREQUENCY "REQUENCY 2.60 CPS 7.71 CPS 11.53 CPS 11.12 CPS 21.31 CPS 21.01 CPS MODEL LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE N-S MODE SHAPES FIGURE 3.1-24
1 I i I
/
-t
~
I
/
7'
/r
\.~.
\
/
j I f- ~ t- , ---1" I f- *I, --; _J ~- I i -1 -~
/
~-- \ ~0:----
.~
-1 J
1 I , j-i "- ',. AlJv{ C9 MODE 1 FREQUENCY MOOE2 FREQUENCY MODE 3 FREQUENCY MDDE4 FREQUENCY MODE 5 FREQUENCY 3.24 CPS 10.52 CPS 15.11 CPS 22.08 CPS 30.06 CPS MODEL LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE E-W MODE SHAPES FIGURE 3.7-25
54 12 53----- FREQUENCY: 1.993 CPS
/' /'
39 37 34 48 19 11 50 51 10 33 18 47 36 9,11 20 21 22 9,11 23 24 25 9,11 9 49 32 52 17 1~ ~ ~ 1~ ~ ~ ~ 46 8 38 35 7 31 16 45 27 44 6 5 30 15 43 26 42 4 3 29 41 14 2 28 40 13 1 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL MODE SHAPES (MODE 1) FIGURE 3.7-26
54 12 53 .....- - . FREQUENCY: 4.262 CPS 39 37 34 48 19 11 50 51 47
/
10 33 18
- 36 9,11 20 21 22 9,11 23 24 25 9,11 1~ ~ ~ 1~ ~ ~ 1
/
/ 49 52 32 17 46 8 38 35 7 31 16 45 27 44 6 5 30 15 43 26 42 4 3 29 41 14 2 28 40 13 1
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL MODE SHAPES (MODE 7) FIGURE 3.7-27
54 12 53 __- - . FREQUENCY: 5.959 CPS 39 37 34 48 11
--- 19 50 51
/
33 / 47 10
---- 36 9,11 20 21 22 9,11 23 24 25 9,11 9
49 32 52 17 1~ ~ ~ 1~ ~ ~ 1 46 8 38 35 45 44 7 6 31 16
- 27 5 30 15 43 26 42 4 3 29 41 14 2 28 40 13 1
~
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL MODE SHAPES (MODE 14) FIGURE 3.7*28
54 53 __-----<_12 FREQUENCY: 10.661 CPS 37 34 48 19 11 50 51
.,..".".--+ . . . . -...
47 10_- - 33 - -18
- 36 49 9~~--------~----------~17 Illlllill 46 __ --.8 38 35 7 _._- - - _ _16 45 __----~-=~~----~------~~~~--.27
- 44 __- - _
43~----~~~~----~----~~~ __~--.26 42 __- - _ 41 __----~c_--------~--------~ __ 40 __--~~~--------~--------~~ 1 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL MODE SHAPES (MODE 22) FIGURE 3.7*21
54 53 --=:....;-~ __12 FREQUENCY: 30.395 CPS 39 37 34 48 11 50
--- 51 19 10 33 18 47
--- /
36 49 32 9~----------~~------~~ 52 Illl1lllI 46 __----I. 8 38 35 7 31 45~----~----------~~------~~~~.27 44 __----I. 6 ............ """ " 5 30 ...... """ 43~----~~--------~~------~~~---26 15 " 42~--.4 3 29_- 41~----~----------~~-~--------__ 2 28 __ - 40~----~----------~~~~---- __ 1 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL MODE SHAPES (MODE 39) FIGURE 3.7-30
7.010 1.300 Ii._ ~ c:J Z
".JIG 2
I-a: w 3.1OG ...J W (J u 2._ 2.1. 1._ 1.111 0.401 I~L-~~::::::~~~~~--~~:::J 0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100. FREQUENCY (HZ) LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT RPV PEDESTAL HORIZONTAL OBE (DAMPING* 0.006) UNCRACKED CONDITION FIGURE 3.7*31
13.000 11.700 10.400 1.100 ~ 0 2: 7.100 0 a: 8.500 w ...J W U U 5.200 3.100 2.100 1.300 0._ 0.000 0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100. FREQUENCY (HZ) LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT RPV PEDESTAL HOR IZONTAL SSE (DAMPING
- 1.00&)
UNCRACKED CONDITION FIGURE 3.7-32
5.~~-------------------------------------- ..r-------------------' 4.500 4.000 3.500 ~ (!) 3.000 Z 0 ~ IX: 2.100 w ..J w u 2.000 u 1.500 1.000 0.500 I . :::::::::::~~O'244 O.OOO~0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100. FREQUENCY (HZ) LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT
. RPV PEDESTAL VERTICAL OBE (DAMPING - 0.006)
.UNCRACKED CONDITION FIGURE 3.7.33
1.- 4.911 ~ CI 4.210 Z 0 ~ I .... a: LLJ ...J LLJ Co) Co) 2'- 2.101 1.400 0.700 0.375
.... 0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100.
FREQUENCY (HZ) LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT RPV PEDESTAL VERTICAL SSE (DAMPING
- 0.006)
UNCRACKED CONDITION FIGURE 3.7-34
1.000 8.100 7.200 6.300 ~ " 6.400 2 0 ~ a:: 4.500 w ..J W (.) 3.100 (.) <{ 2.700 1.100 0.100 0.000 0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100. FREQUENCY (HZ) LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT REFUELING AREA
£*WOBE (DAMPING
- 0.006)
FIGURE 3.7-31
.. ~~------------------------------------------------------------~
1.100 7.200 1.300
~
e,:, I._ Z o
~ << 4.100 a:
w
..J W
u 3._ u 2.700 1.'" 0.'" 0.71 0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100. FREQUENCY (HZ) LIMERICK GENERATING STATIO.N UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT REFUELING AREA E-W SSE (DAMPING
- 0.006)
FIGURE 3.7*.
I .* 4* * ~ 0 1._ Z 0 ~ I .* a: w ..I W ~ 2.'" 1._ 1.2ID
.. 0.47 0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100.
FREQUENCY (HZ) LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT REFUELING AREA N-S OBE (DAMPING'" 0.006) FIGURE 3.7-37
1.- 7.200 I._ Ii._ CI) c.:, 4._ Z 0 ~ << 4.000 a:: w ..J W (J 3.200 (J z._ 1._ 0._ O.GOO 0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100. FREQUENCY (HZ) LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT REFUELING AREA N-S SSE (DAMPING
- 0.006)
FIGURE 3.7-.
2.~ ~--------------------------------------------------------------, 1.100 1.100 1.400 ~ (!) Z 1.200 o ~ a:: 1.~ w -oJ W (.J ~ 0.100 0.100 0.400 0.21 0.200 0.000 0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100. FREQUENCY (HZ) LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT REFUELING AREA VERTICAL OBE fDAMPING
- 0.006)
FIGURE 3.7-31
3.000 2.700 2.0t00 2.100 ~ CI Z 1.100 0 ~ ~ a: 1.100 w ..J W U u 1.200 ~ 0.100 0." 0.33 0.003 0.000 0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100. FREQUENCY (HZ) LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT REFUELING AREA VERTICAL SSE (DAMPING - 0.0(6) FIGURE 17~
11"~--------------------------------------------------------~ 7." sn oZ I.* o
~ ~I'"
UJ
...J UJ
(.)
~ 4.411 J.
- 2.200 1.1.
0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100. FREQUENCY (HZ) LIMERICK GENERATING STATION UNITS' AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT REFUELING AREA N-S SSE (DAMPING - 0.006) SOl L-STRUCTURE INTERACTION FIGURE 3.1'"
- 7. *
~
1._-
~
"Q 4._- Z
~
<<a: ~ .... w
...J W ~ <2:
2.110-1._ - O.JOG - l 0._ I I I I I I I II I I I I I , , " I I I I 'I' II 0.1 0.2 0.4 0.6 1.0 2.0 4.0 6.0 10. 20. 40. 60. 100. FREQUENCY (HZ) LIMERICK GENERATING STATtON UNITS 1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT
~==At" VIRl'lCAL SSE {DAMPING =....1
"'L.sTRUCTURa INTEllACTION FIGURE a,7.q
+----------+--------~~--------+---------~---------+--------~S2
~------~~------_4--------_+--------~--------4___. - '" -
' - o~-
I----------+----------+-----r----I'----....,----~--------~ Lt'l '" '- a II C"! << t---+----------+-- ~ '- ~ - 1---4----------+-~ '--.&-I
~---------+--- :.::a:
J UJ
~
c.:l
-~-~-
\
o o o o o
\ o o N co
"<t N SH.LaNVSnOH.L - 9 NI NOI.LV~313:l:l'l1 LIMERICK GBlERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT EARTHQUAKE RESPONSE SPECTRA FIGURE 3.7-43
EARTHQUAKE REVIEW SEISMIC ACCELERATION ~OBE I >OBE PLANT SHUTDOWN T NOTIFY NRC REVIEW OPERATING-STATUS FOR SYSTEM MALFUNCTION MALFUNCTION I NONE INSPECT AND TEST
- SAFETY SYSTEMS DAMAGE I NO DAMAGE VISUAL INSPECTION
- OF PLANT DAMAGE r NO DAMAGE ANALYSIS OF PLANT RESPONSE
- FOR PROBABLE THEORETICAL FAILURE POTENTIAL DAMAGE r NO EVIDENT OR PROBABLE DAMAGE DETAILED ANALYSIS TO DETERMINE ACTUAL FAILURE AND REPAIR 1----------.1 NRC PERMISSION TO RESTART AS NECESSARY r CONTINUE OPERATION
*REPORT RESULTS TO NRC LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT POST SEISMIC EVENT PLANT PROCEDURES FIGURE 3.7-44
24----~----------~--~------~~--~------------
/50"). TO F~LLV lioADEPTRAl-20r---+---~--~-.~ __~~~____~--+---~--~--~
V ~ ~ 12
/
16~--+---~--~---+---+---4----~--+---~---r--~ ! 8 J II UNLOAD D TR~ V & C >NDUI 7% 1/- -- -- --I---~--.-.~- .-_._-- 4 ) V 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 INPUT FLOOR SPECTRUM ZPA X 9 SOURCE: REF. 3.7-7 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DAMPING VS. ZPA FOR RACEWAY SYSTEM FIGURE 3.7-46
00 00 1.0 0.9 0.8 0.7 E 0.6
- I:
a:: a::
-. 0.5
(.) 0.4 RESPONSE FROM 2-COMPONENT ABS >3-COMPONENT SRSS 0.3 0.2 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0
- a. C = RATIO OF THE RESULTANT DUE TO THE VERTICAL COMPONENT TO THE MAXIMUM RESULTANT DUE TO EITHER OF THE HORIZONTAL COMPONENTS
- b. f = RATIO OF THE SMALLER RESULTANT DUE TO EITHER OF THE HORIZONTAL COMPONENTS TO THE LARGER RESULTANT (f ~1.0)
LIMERICK GENIRATING STATION UNITS 1 AIID 2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON Of 3-CXJMPON£NT SASS TO 2~1NT AU FIGURE 3.7-46
min R Rv f= _H_ _ ,o~f~ 1.0 C= - - ,0";;;C";;;00 1.4 max max RH RH 1.3 1 +C 1.2 FOR 0 ~f~ 1.0 1.1 2-COMPONENT ABS
. IS CONSERVATIVE FOR Y ~ 1 0.9 0.8 00 0.7L-__ ~ __ ~ ____ ~ __ ~ ____L __ _ ~ __ ~~ _ _J __ _ ~ ____ ~_
2 3 4 5 6 7 10 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY At.lALYSIS REPORT RELATIVE CONSERTIVISM OF THE TWO-COMPONENT ABSOLUTE AND THREE -COMPONENT SRSS TECHNIQUES FIGURE 3.7-47
. %,OFMAIIEI
* -4.4' 1
ORIGINAL LOCATIONS 0:" X~ 1 LOCAL Y , COORDINATES (Ft.) 0.&' NODES X Y Z 1 elE ~ Y 1 0.0 286.0 0.0
~L~L 2 0.0 268.0 0.0 3 0.0 259.5 0.0 0_.-
9 __ 8 . *, 8 3 x 4 0.0 251.0 0.0 I; 0.0 244.0 0.0 3 6 0.0 237.0 0.0
* - 1.78'
@~
* - 0.84', 4 kD. 7 8
-4.40
-0.50 286.0 268.0 0.0 0.0 tA~
Y II -8.98 259.5 0.0 L GLOBAL X /////
@ .6 10 11
-1.78
-0.84 251.0 244.0 0.0 0.0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND PUMPHOUSE 3-D STICK MODEL (E-W DIRECTION)
FIGURE 3.7-48
Y
--I._.68'~
t, 0: (!) -252',0" 1 - *. 29.86'
°0 COORDINATES (Ft.)
.0: <!) 246'.0" 0 NODES X Y Z CD 1 0.0 178.0 ooU 238'.0" Y 0~~ 2 _ 0.0 213.71 0.0
<Ii ~ 3 0.0 221.0 0.0 CD 4 0.0 231.0 0.0 Z
1+0
'It""'/.
X (!)u U (D 229'.0" 213',9" 6 6
-21."
- 0 .*
10.00 0.0 2**0 212.0 178.0 241.0 0.0 0.0 0.0 0.0 9 0.0 212.0 0.0
- REFERINCE NQOEFOR CD ELEMENT ORIENTATION CD NORTH
- X
'\":"'" ..-..
CD 178',0" LIMERICK GENERAnNG STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DIESEL GENERATOR ENCLOSU.. E 3- STICK MODEL (E-W DIRECTION) fiGURE 3.7-49
COORD INATES (Ft.) NODES X Y Z 1 0.00 177.0 0.0 2 19.50 201.0 0.0 3 22.13 217.0 0.0
----. ~NORTH 0.0 4 73.74 239.0 5 11.95 253.0 0.0 362'-0" 6 57.14 269.0 0.0 7 1.22 283.0 0.0
~332'-O" 8 79.45 304.0 0.0 9 33.97 313.0 0.0 10 83.99 332.0 0.0 283'-0" 11.00 352.0 0.0 11 289'-0" 12 0.00 410.0 0.0 213 '-0" 13 1.00 177.0 0.0 14 0.00 177.0 1.0 239'*0" 15 0.00 201.0 0.0 217'-0" 16 0.00 217.0 0.0 17 0.00 239.0 0.0 201'*0" 18 0.00 253.0 0.0 19 0.00 269.0 0.0
*Z.*
20 21 0.00 0.00 283.0 304.0 0.0 0.0 ROTAT IONAL 22 0.00 313.0 0.0 TRANS . SPRING SPRING 23 0.00 332.0 0.0 24 0.00 352.0 0.0
~.
I
/-- .....
( UNIT 2 ) *
- LIMERICK GENERATING STATIO N UNITS 1 AND 2
*~
......... ./
E-W EXCITA TiON (DBE) UPDATED FINAL SAFETY ANALYSIS REPOnT WALL -D REACTOR ENCLOSURE 3-D STICK MODEL (E-W DIRECTION) (SEE TABLE 13.-16L FIGUR E 3.7-50}}