ML22278A208
Text
{{#Wiki_filter:m It I ~ co ~ m J In ~ m J ~ f 0 I CO 0 / r-- g I 0 ~ In 0 1 ~ >-f- ...J / ~ a:i c( co 0 0 a: / N c.. f-Z UJ U 0 a: I ~ UJ c.. In / N I ~ J In / d N 1/ d... 0 In 0 d 0 d ~ 8 8~li1R g 0 0 ~ 0 0 In ~ N N HdW'033dSONIM LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PERCENT PROBABILITY OF EXCEEDING ORDINATE VALUE OF WINDSPEED FOR TORNADOES WITHIN 125 NM OF POTTSTOWN, PA. FIGURE 3.3-1
KIPS 1400 1200 1000 w (.) a: 800 0 u.. 600 400 200 0.04 0.12 FORCE TIME
- o.
- o.
125 0.01 125 0.06 475 0.08 1625 0.12 1400 0.13 250 0.16 40 0.18
- o.
0.19 TOTAL ~ FUSELAGE & TANK --- WING & TANK 0.16 0.20 0.24 TIME (SEC) t4~----------------------------~ LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RESULTANT LOAD CURVE ON STRUCTURE DUE TO IMPACT OF DESIGN AIRCRAFT FIGURE 3.5-1
- 11.
~ .. :11. ~ ':i EL. 283'- 0" ~ ~ * ) ~ L ~ ~ ~ ( ~ ~ it ~ ~ ~ ~ ~ ~ ~ I ~ I- ~ ~ ~ ~ ~ ~ ~ Iv ~ ~ l'- l-t
- \\ ~
~ ~. ~#/()@8 ~
- E;= VERT.
~ ~ ~"P/fECA5T~ ~ PANEL ~ i"
- ~#
'1 @. 8 E,F lIo£lz. ~ ~/~ ~ ~'. ~ ~ ~ ~ ~ '" K it ~ ~ I- ~ I- ~ I- ~ l- .3'-0" ~ I". ~- ~ l-l'\\ ~ K l-l'\\ '" ~ ~ ~ ~ ~
- I i'-,
~ ~ ~ i'-, £L,25.3'-O'f t\\ f~ . ') U_RICK GENERATING STATION l~
- I' UNITS 1 AND 2
~ UPDATED FINAL SAFETY ANALYSIS REPORT If REACTOR ENCLOSURE WALL S£CTION AT COLUMN LINE 0 FIGURE 3.5-2
@----~- I (9--~--#-- I,. N r~~* ______________ I1~~_~ __ C_T_o_e ____ ~ u~_I_~_t_._t~~_. _____ ~ l~rr 1AlI_ ....,r"..,....."-~ ,J(Z,!/ ~~~~ "'N'~~~~' / I !... J ~ J --- ~ j L r - - '-..J LIMERICK GENeRATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FLOOR PLAN. DIESEL GENERATOR, UNIT; FIGURE 3.5-3
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 /1-3 l/~ "{'I;.IEI< Ii. TYP MAIN STEAM LINE PIPE WHIP BUMPER ANCHORED TO DRYWELL WALL LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WHIP RESTRAINT DETAILS (SHEET 1 OF 16) FIGURE 3.6*1
'/4' LINER It! I I t, ~/--J Ilia" TIICI< ' ~~II O.D._..... _I'._II~f2'..j' 11I£ORETI C.,o.,L RAoDIUS k----~------------ SECTION p LAN MAIN STEAM LINE WHIP RESTRAINT ANCHORED ro DRYWELL WALL 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. 'f' 1 'to I I i I -r-~- I.....--------------tl-+-+-+------' ~ tl ~:.~ ~~tPf-~+! ft ~ 1 l ~ ~,.) (TYro) SECTION LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYIIICAl '1M... IIEinlAINT DnAKS (SHEET 2 OF 16) FIGURE 3.'"
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. SYM AB'r MAIN STEAM LINE PIPE WHIP BUMPER CONNECTED TO STRUCTURAL STEEL IN DRYWELL 0' ~ I -I 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 ros GL 212.' -9" /'-0" MAIN STEAM LINE PIPE WHIP RESTRAINT CONNECTED TO STRUCTURAL STEEL IN DRYWELL 'fJ"MIN. '4"MAX,.TIt. BACK-UP 8AR(TYP. """ 8.L END K 2" ~ /lOLE K 'l-LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WHIP RESTRAINT DETAILS (SHEET 4 OF 16) FIGURE 3.6-1
r+' &I" ". '."/,1. .. t:",.,) 6:. ~ ~ ~ ,\\
,'-'O~++_+_1II 1-+--I~=+-.;..--\\9-+--, -t BIo.R5*/
Ho-'7_H_......... __?'_~_'r ____ ~~ TJ'P rYp. ~ FP ~t--<rYp. ,sECT/ON PLAN FEEOWATER LINE PIPE WHIP RESTRAINT ANCHORED TO ORYWELL WALL 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. -1 ~ I I --:1 . 1-1---- j ~ f- - -- I-- - '<I- ~" ~ ... 'I-~' rl -I- -- ~)+
- Ii I\\l II
'\\ 1'1 <\\j.~ 'I " <£ ~ ~ l~1 zr I; ;-- !J" III ,I iii I\\j I) I Tn "- / %V -- I-- -¥\\."'~ ,.~. SeCT/ON @) f-I I ~J-'" ~ I I TrR I -t I ~t~ ( ~ '----+--- --~ LIN~R It Ix 2~ x ~!.6" SECTION @) LIMERICK GENERATING STATION UNITS' AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WKtp RESTRAINT DETAILS (SHEET 5 OF 18) FIGURE 3.1-'
BAH 8~2x o !. 9Y2, II 8AR4x2~O!-8'1 fYP r+...... 1_'--'-r~"-t-~~_O_R~P.-.:.'R-=---5_~--!~:....=5=-=-7 HORIZONTAL PLANe. BAR4x2. ~ ~ ~ I {\\J W Z/x 127 ELeVATION ~ tl ~ ~ ~ -- ~.~ ~ 'c)~ ~ \\'() ~ \\( \\( 111 ~ FEEDWATER LINE PIPE WHIP qUMPER ANCHORED TO DRYWELL WALL 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. C - -~ I ~I~j III . --i-- WP-'1: II II 1-" ,!. g" SECTION L.lNE~ Fe 1><21 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WH1P RESTRAINT DETAILS (SHEET 6 OF 16) 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 01 the structures, see design drawing number(s): S031-C-93S. SYM. AB'r.l lflx/Z ~ 34x3 ( EA,'SIDE) 1 I I /~f)" - -;.. -.--~ FEEDWATER LINE PIPE WHIP RESTRAINT CONNECTED TO STRUCTURAL STEEL IN DRYWELL 1/ 24¢FW ~ f 7 os EL 28~~O* BEAM LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WH IP RESTRAINT DETAILS (SHEET 7 OF 16) FIGURE 3.6-1
~ '\\ 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-938. I PIPE f BeAM It. J x /5 TO 5 £L 28~~o" \\9 ... \\ BoX BEAM /=-0" 1'-0 " FEEDWATER LINE PIPE WHIP BUMPER CONNECTED TO STRUCTURAL STEEL IN DRYWELL ~---wr6" 7(A36 STEEL) 3" LIMERICK GENERATING STATION UNITS' AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WHIP RESTRAINT DETAILS (SHEET 8 OF 16) FIGURE 3.6*'
P L A ~ ..,,'~ ,~ -'t ' \\ f p .4 CTYf>]_ (T '1 1-) SECTION HPCI STEAM SUPPLY LINE PIPE WHIP RESTRAINT ANCHORED TO DRYWELL WALL 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. lINE~ t 'IJ4)( 15 K ~'- \\0* LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPe WHIP RESTRAINT DETAILS (SHEET 9 OF 16) FIGURE 3.8-1
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-940 SYM ABT ~ ~ BE-AM TS /0 '8"MIN. ~"MAXJ~ O~ POST;;;;}.. SAC/(* UP 't::7 BAR (TYP.) .BAR 'l'2)( 4 BAR Yz)t,3/4 ES BAR ~=F=:=1(_-+----V4 ----&- 5" 7" ~TYP RCIC STEAM SUPPLY LINE PIPE WHIP RESTRAINT CONNECTED TO STRUCTURAL STEEL IN DRYWELL LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WHIP RESTRAINT DETAILS (SHEET 10 OF 16) FIGURE 3.6-1
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-289. V p 't , (- ~ ..),-. (IF==4~-~~~'-:""-=-----L-fb-- S 'fM I ~ ~ 1'. 3/l ¢ )( 1 s/t~.. ) I II 2-0 NEL~ON STUD H=t=.~ C. TY p) /(rYp) ~ I :f-FP. ~ '-or-------------J PLA
- f -
I I> . ) /) 'S E C T \\ 0 ~\\ RCIC STEAM SUPPLY LINE PIPE WHIP RESTRAINT ANCHORED TO DRYWELL WALL +,. I II LlW£R l-c I/~ " 8'" 2-0 SECTION @ LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WHIP RESTRAINT DETAILS (SHEET 11 OF 16) FIGURE 3.6-1
I t8M@) ~ ft \\J ,I t ~~ T -=-.. L 4.. Pipe i ~T.S I I I I I V* TrP
- I I
I ~ I I I I I I ~i -+-+ I --.~-. I \\ I I I I I I ~ I I I \\ ~ I I I EA SIDE I I '06K ~ Trp I T'1'P) h 1 I i I j T'fp TYP L I I I I t I L I ;' A 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. PLAN TYP ELEVATION 'B"MIN. 14"frllAX.1I. aACI<.*UP &A~ (TYP.) c-I~ -_/ I~ STIFF It ~ i I I I ~_/ / 3/8 I I I RHR SHUTDOWN COOLING SUCTION LINE PIPE WHIP BUMPERS AND RESTRAINTS CONNE CTED TO STRUCTURAL STEEL IN DRYWELL "'~4L SECTlON@ LIMERICK GENERATING STATION UNITS' AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE """ RUTRAa.T DETAJLS (SHEET 12 OF 16) FIGURE 3.'"
. ).. ',' * ".
- -0. *
.
- l>.
,'1" . ***~)l7~' NGLstJ}J SrUD - TYP. £
- b'...
- 6..
.- 6', 6 V '. ~. ~... '. BAR 1)( 'Is TYP-( 8 AC1{INd BAI!.) (BAR 'xyz' I . ft." I. r--1---
- '--1 I ~ d r..8 O,l).
I I
- I
-A~-~~------'HL'............ --~~~---+I - -++fo~---1~ I I I' F.R PLAN RHR SHUTDOWN COOLING RETURN LINE PIPE WHIP RESTRAINT ANCHORED TO DRYWELL WALL NOTE: This UFSAR figure is provided 10 delineate !he primary (typical) structural concepts, arrangements, and elements relied upon to perform !he safety related functions of !he subject structures. For detail design features, dimensions, and as-buill condition of !he structures, see design drawing number(s): 8031-C-291. SECTION LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL 'lPe WNW RISfRAINT DETAILI (SHEET 13 OF 16) FIGURE 3.1-1
PLAN 'Q
- Q
/)
- 6 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 ~~4------'--' '----- LlNER';:e ~ SECTION@ PR-I02 PR-105 PR-I03 PR-lore o .~ wp".. : ~e~-=='-::~~~~_=3-- -- ~
- /:"IO',.. ~ :.). '~":
G \\".
- I t 12"f/iCOJ:c SPRAY ELE.VATION NTS LINER If / l( /5 x 4'-0" A-51' (GR '0 )
CORE SPRAY lNJECTION LINE PIPE WHIP RESTRAINTS ANCHORED TO DRYWELL WALL LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE......,,~ DETAiLS (SHEET 14 OF 16) FIGURE 3.&-1
TYP TYP 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.
-rt ~4
~ --ft 34 11 9 ft 34 II G _(\\J I (f'I~ N) ft 34 JI.5'4 (EA, SID, T, 6)) I (
W 12 t 12 0 tf')
- 0 t
-t t t t (1) IT') =. ~ t- + + t- + + +
- 11)
SECTION@ Fe. I,.. 2 ~ S' II /'*0" SECTION@ LPCI INJECTION LINE PIPE WHIP RESTRAINT CONNECTED TO STRUCTURAL STEEL IN DRYWELL LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WHIP RESTRAINT DETAILS (SHEET 15 OF 16) FIGURE 3.6-1
III MIN., CLE ARA JJCE BET. JN~ULATION 6r R~5TRAINT. RADIUS s g' RWCU LINE PIPE WHIP RESTRAINT CONNECTED TO STRUCTURAL STEEL IN DRYWELL 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-977. LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WHIP RESTRAINT DETAILS (SHEET 16 OF 16) FIGURE 3.~1
I *. I r-,. ,,---i ( I I
- I I-r-cT.o.~
12'-/# I-~" .. ~.- I
~----,_~--~~----r_~------I~---------~*--~--~~--------~~-----~--~~----_+- ~
i
- I
~ \\ I I \\ "- [~><.:3--- I I E;LE\\lAT1otJ A-A LooP *e N LOOP A SAME AS LOOI' ~ lilt/LESS Of)II8'/~E SMC/~MD ~ LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT ARRANGEMENT OF RECIRCULATION LOOP PIPE WHIP RESTRAINTS (SHEET 1 OF 2) FIGURE 3.6-2 -j
155~ TO.sUfPO!?T STce L @9(JO ~ Z 70* ONLY TO /5! 0 1~. TO SUPPOkT S7eL 9 PLACES \\-~. \\ \\ 1SOo V A 3/5 0 ""lOOP "A" / PLJII\\P L / ~---,£-- I \\ I I I / \\ / / 1 +- I I I 1;:( \\ I I /\\ N://12" / TO SUP,PORT STEEL '2 PLACES o 1..10 PLA N 'l / Pul'1P l..OOP 'I.e I, ~. /35 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT ARRANGEMENT OF RECIRCULATION LOOP PIPE WHIP RESTRAINTS (SHEET 2 OF 2) FIGURE 3.6-2
RESTPIAINT FPlAME PlESTPlAINT FPlAME CAIL.II/IAPI (II L.old Applild PlrplndiculDr to PlIUflint 11118 AlJllinlt CaUll1 CAlL-IliA'" LIMI,.ICK GINI,.ATING ITATION UNITI1 AND I U'DAT.D IIINAL.AII.TV ANALV.I.... 'OM TVPICAL RECIRCULATION IVITIM PIPE WHIP AEITRAINT
y z x I ~-~IS"5" I ~~ / I V~~I If.- / -~ II/ I. 5 It 14 REACTOR RECIRCULATION LOOP B 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 CD 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: T - PIPE WHIP RESTRAINT -I BUMPE R*TYPE RESTRAINT ANCHOR LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RECIRCULATION SYSTEM ISOMETRIC (UNIT 1 ONLY) (SHEET 1 OF 4) FIGURE 3.6-4
y z ~ I IS'_ s" REACTOR RECIRCULATION LOOP A
- 1.
CAl..QAATEO ST __ FOR THE NOOI tIOfNTS 8HOWN IN THta FIGUlIE AM UlTEO IN TAIL! 3.N.
- 2.
- 3.
TWI FOLLOWOOi SYMIOLS.AIlE USED TO ININCATE IA.EAt< LOCATIONS: TERMINAL END HE4K INTERMEOIATE 8AEAK CIRCUMFERENTIAL aREAK o - LONGITUDINAL a.Ate IT.,-URES AHO DEVIceS Ttt~T t\\CT.* , MtfllCTJONa-TOPfPE'MOVat!ffr' POLLOINING A PIPE IR£AK ARE DESIG* NATIO BY THE FOLLOWING SYMIOLS: "PE WHfP REITRAINT -t' - BUMPER*TYPE "ESTR~NT A - ANCHOR LIMERICK GENERATING STATION UNfn1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RECIRCULATION SYSTEM ISOMETRIC (UNIT 1 ONLy) (SHEET 2 OF 4) FIGURE 3.6-4
14-IIi ,_ 5 1.. 0" REACTOR RECIRCULATION LOOP B 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 FOR LOCATIONS) REFERENCE
- 1. G.E_ DRAWING NO. 11203727 REV. 0 LIMERICK GENERATING STATION UNITS 1 AltO 2 UPDATED FINAL SAFETY ANALYSIS REPORT RECIRCUlATION SYSTEM ISOMETRIC (UNIT 2)
(SHEET 3 OF 4) FIGURE 3_6-4
IS'. s" REACTOR RECIRCULATION LOOP A 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 LIMERICK GENERATING STATION UIII1'I1 MD.'
~~~- UPDATED FINAL SAFETY ANALYSIS REPORT RECIRCULATION SYSTEM ISOMETRIC ____ CUNlT 21- __ _ (SHEET 4 OF 4). FIGURE'
.. '_r --r------ <n..lS5'-a -i- -:1- -:1-t LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT (UNIT 1) MAIN STEAM PIPING LAYOUT OUTSIDE PRIMARY CONTAINMENT (SHEET 1 OF 2) AGURE3.6-5 Rev. 6.12/96
-i-- I I 3~'-O" -+ - I DETAIL 'A" ~ .. r"~J':;) N.T.S. 3,"'-0" -T--- + -t ~~==~~L~IN~E~'C~' _______ _ SECTION B-B OI\\:IY Lfr;, (.,...,.~ -t-T CONNECTIONS INSTRUMj::N W.P£/' 259-lfING STATION CKGEN~ 2 LlMERI UNITS 1_~fo!D_.... S-REPORT -SAFETY ANALYSI -UPDATED FINAL SYSTEM ~--~M~~~N~~ST~~~~NMerr OUTSIDE PR (UNIT 2) (SHEET 2 OF I) FIGURE 3,"
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM TUNNEL ELEVATION VIEW FIGURE 3""
J 17.6 28.4 II/~" 1~.5 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-835. N f\\ LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING RESTRAINTS INSIDE MAIN STEAM TUNNEL FIGURE 3~7
y I ~ MAIN STEAM LINE A 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: . i-PIPE WHIP RESTRAINT -I - BUMPER-TYPE RESTRAINT ANCHOR LIMERICK GENERATING STATION UNITS' AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) (UNIT 1 ONLy) (SHEET 1 OF 8) FIGURE 3.6-8
y MAIN STEAtvl LINE B 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: + - PIPE WHIP RESTRAINT -I BUMPER-TYPE RESTRAINT ANCHOR LIMERICK GENERAnNG STATtON UNITS 1 MD2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) (UNIT 1 ONLy) (SH EET 2 OF 8) FIGURE 3.6-8
J I,\\""- '6' MAIN STEAM LI NE C 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 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) (UNIT 1 ONLy) (SHEET 3 OF 8) FIGURE 3.6-8
y ~Ax z STEAM LINE D MAIN ES FOR THE NOTES CULATEDSTRESS N IN THIS FIGURE CAL TSSHOW
- 1.
NODE POIN IN TABLE 3.6-4 ARE LISTED S ARE USED G SYMBOL S THE FOLLO~I~REAK LOCATION :
- 2.
TO INDICAT L END BREAK TERMINA TE - AK EDIATE BRE ~ INTERM K ~ MFERENTIAL BREA CIRCU @ ~ LONGITUDINAL BREAK AS Ii:' ~ THAT ACT \\!:.I AND DEVICES MENT STRUCTURES S TO PIPE MOVERE DESIG-
- 3.
RESTRICi:g~ PIPE BREA~GASYMBOLS: FOLLOWly THE FOLLOWI NATED B HIP RESTRAINT ..:r:.. PIPE W T - UMPER-TYPE RESTRAINT -I B A ANCHOR* - *---~=:RA;:T;:;;ING STATION RICK GENE LIME UNITS 1 & 2 SIS REPORT UPDATED FINAL SAFE TV ANALY MAIN E PRIMARY C SOMETRIC STEAM PIPING I ONTAINMENT) (PORTION INSI~UNIT 1 ON ... L_Y_) _____ =_ I Sht. 4 of 8
y MAIN STEAM LINE A 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) (UNjT~ (SHEET 5 OF 8) FIGUREU... 8
o 8L/MO FLG, MAIN STEAM LINE B 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 -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 FIGURE 3.6-8
y t('
- 2.
MAIN STEAM LI NE C NOTES
- 1.
CALCU LA TED STR ESSES FO R TH E NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.64
- 2.
3_ THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS: TERMINAL END BREAK INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK o - LONGITUDINAL BREAK 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 PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) (UNIT 2 ONLY) Figure 3.6-8 Sht. 7 of 8 Rev. 10 10/00
) y l( z 6)1, cd' I~ MAIN STEAM LINE 0 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-NATED BY THE FOLLOWING SYMBOLS: + - PIPE WHIP RESTRAINT -I - 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)
LIMERICK GENERATING STATION UNITS 1 & 2 UPDATED FINAL SAFETY ANALYSIS REPORT 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
e.REAK E.XCWSiON ZONE 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 TMA TACT 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 STEAM PIPING CONTINUES THROUGH THE TURBINE ENCLOSURE\\UPTO THE 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: C9 TERMINAL END BREAK INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK 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
u W III 20,000 ~lli,OOO
- w:
~ w II: CD
- r
~
- l o II:
- r
~
- 1 10,000 o
~ Z ~ ...J o a u... a w ~ ~ 5,000 STEAM*WATER MIXTURE (7.5% QUALITY) I""""'P-__ LEVEL SWELL INSIDE REACTOR VESSEL REACHES STEAM LINE NOZZLES STEAM ONLY CREDIT IS TAKEN FOR REDUCTION OF DISCHARGE DUE TO CLOSING VALVES ONLY AFTER Ii SECONDS HAVE ELAPSED oJl--------~-------.r--------r--------,-------_,5---------6r---~1 o 2 3 4 TIME AFTER BREAK (SECONDS) 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 Tables 3.6-7 and 3.6-9.
~
LIMERICK GENERATING STATION UNITS' AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RATE OF COOLANT LOSS FOR' MAIN STEAM LINE BREAK OUTSIDE PRIMARY CONTAINMENT FIGURE 3""0 Rev. 5, 4/96 Rev. 18 09/16
O MAIN STEAM TUNNEL ~--------.-~ 1 ~253 ~--------~ V= 33.000 FT3 o A= 382 FT2 C= 0.88 MAIN STEAM TUNNEl.. VENTING STACK (lOWER REGION) a.293.5 _~ v= 2~180 rr A= 31S FT2 C= 0.93 BOP It 0.5 PSID WAIN STEAM TUt-.t£I. VENTING STACK onD-REGION>
- a. 332-366 v= 10.600 Fr3 A= 325 n.2 C= 0.71 WAIN STEAM TUNNEL.
VENTING STACK QJPPER REGION) a.36;~~0~ V = 241w SO rr A= 536 n2 C= 0.71 A= 186 FT2 C= 0.65 BOP G 0.5 PSIO MAIN CONDENSER AREA 5 EL. 200 v= 800,000 FT3 A= 1,581 FT2 C= 0.75 f6\\STEAM VENTING PLENUM ~V=.17.o00Ft3 A= 1,305 FT2 C= 0.66 BOP G o.s psm '---------------..( A TMOSPHERE ~---------- A= VENT AREA C= FLOW COEFFICIENT V= FREE VOLUWE BOP= BLOWOUT PANEL LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED RNAL SAFETY ANALYSIS REPORT PRESSURE TEMPERATURE TRANSIENT ANALYSIS MODEL FOR MAIN STEAM LINE BREAK IN MAIN STEAM TUNNEL (UNIT I) (SHEET I OF 2) FIGURE 3.6-1 Rev 08 DIgS Rev. 18 09/16 383 0.885 184 0.655 6 0.84 1710 7 1325 0.675 46,200 477 0.945 10,570 0.94
A= 382 FT2 C= 0.88 t.4AIN STEAM TUNNa VENTING STACK 2 (LOWER REGION) EL. 293.5 TO ~EL. 366 V= 28.180 FT-A= 313. FT2 C= 0.93 BOP Q 0.5 psm VENTING STACK SECURITY PLENUN EL. 332 v= 11,054 FT3 1 A= 243 n2 C= 0.9 . MAIN STEAM TUNNa VENTING STACK f4\\ (UPPER REGION) \\.:;J E1.. 366-ABO~ v= 27,473 Fl A= 449 rr2 C= 0.71 O MAIN STEAM TUNNEL 1 a. 253 TO EL.293 1-----__ V= 31,312 FT3 A= 310 FT2 C= 0.9 MAIN STEAM TUNNEL. r:\\ SECURITY PLENUM ~ EI...253 V= 1,690 FT3 A= 186 FT2 C= 0.65 BOP Q 0.5 psm* MAIN CONDENSER AREA 6 EL.200 V= 800,000 FT3 1 A= 1,581 FT2 C= 0.75 r;'\\.STEAM VENTING PLENUM 0v= 47,000 FT A= 1,305 n2 C= 0.66 BOP a 0.5 psm --...~ ATMOSPHERE )40--------.....1 A= -VENT AREA C= FLOW COEFFICIENT V= FREE VOLUME BOP: BLOWOUT PANE. LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PRESSURE TEWPERATURE TRANSIENT ANALYSIS WODEl FOR WAIN STEAW LINE BREAK IN WAIN STEAW TUNNEL (UNI T 2) (SHEET 2 OF 2) FIGURE 3.6-1 Rev 08 RlSS Rev. 18 09/16 31,390 383 0.885 318 0.855 477 0.70 1325 0.675 46,200 1710 0.84 184 0.695 0.905
A= VENT AREA MAIN CONDENSER AREA EL. 200 V = 800,000 FT3 A= 1,581 FT2 C = 0.75 STEAM VENTING PLENUM V = 47,000 FT3 A = 1,305 FT2 C = 0.66 BOP@0.5 PSID C = FLOW COEFFICIENT V = FREE VOLUME LIMERICK GENERATING STATION UNITS 1 AND2 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 6 1710 0.84 46,200 1325 0.675 7
t JJ_'J" '.. b ",I,
~~~---------------------~~------------------
II UNIT 1 S'(M. $YM A~T (EXCEPT AS ~ ....,:l.*,. ~.,; I ~ !I' ~.
- NOTE:
~. '/I
- c>, ~ ~ !
, ** 0 SEE SECT. 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 detail design features, dimensions, and as-bUilt condition of the structures, see design drawing number(s): 8031-C-836. UNIT 2 C-iJ~, sHT 2-e-4--f-~ (b I I I ) J ~. o. u, WJ~ I I------i---) I LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FEEDWATER PIPING RESTRAINTS INSIDE MAtN STEAM TUNNEL FIGURE 1.1-13
C> -6 ao CI b + N C> - CI ao CI I / / /' -- ¥ UNIT '2 5IMILA.R 1)01 OPPOSI TE. HA""JD I i{ Z ---4!!C!!!!!!!!!!~~[ LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT (UNIT 1)
- FEEOWATER PIPING RESTRAINTS IN TUR~NE ENeLOQJftl SHEET1Wl FIGURE 3."14 Rev. ;6.. 12/96
REINFORCING FOR UPPER CORBEL IS THE SAME AS FOR LOWER CORBEL SECTION A o*
- . 0
]4" FEEDWATER LINE 1%" STEEL PLATE CORBELS ABOVE AND BELOW 34" FEEDWATER HEADER 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-7S4. LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FEEDWATER PIPING RESTRAINTS IN TURBINE ENCLOSURE (SHEET 2 OF 3) FIGURE 3.6-14
~~ * '0. ';O'!~ II ';, 0" :,0,:
- :t>, t>' t>
.D' o.* . ', o* 0 p D' '." , D *
- . Il, ',"
- l)
- .". ~.
b o* c -0' f), ',\\J.,0' \\7 .~ '~'.~. o. u' o ' *. 0: [) i~ SECTION B RESTRAINT FOR 34" FEEDWATER HEADER NOTE: £ 34" FEEDWATER --r-----~~~--~---- HEADER (El.287'*6") 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-838. LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FEEDWATER PIPING RESTRAINTS IN TURBINE ENCLOSURE (SHEET 3 OF 3) 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
fM CPR 5~) 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 ANCHOR
- 4. ~
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). PRI5 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 -t *
- 3. p>
PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT 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 'tHA f 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 ANCHOR --D-{ - 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 '
~ flV <) IFo~9 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 PIPE WHIP RESTRAINT -I - BUMPER*TYPE RESTRAINT A ANCHOR
- 3. lit> - P'PING UPSTREAM OF VALVE HV*1F013 r
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.... *
- 3. ~
PIPE WHIP RESTRAINT BUMPER*TYPE RESTRAINT 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
'r I I .. ~, I 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 ---1 -BUMPER-TYPE RESTRAINT ANCHOR ~ - COMPENSATING STRUT
- 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 A
- 3. ~
BUMPER*TYPE RESTRAINT ANCHOR 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 @ HX ROOM 8A-EL.283 V= 5,000 FT 3 NON-REGENERATIVE (3) HX ROOM 8B-EL.283 V= 5,000 FT 3 RWCU PUMP ROOM 8A8 EL.283 V= 1,500 FT3 RWCU PUMP ROOM -B- @ EL.283 V= 1.500 FT3 RWCU PUMP ROOM 8C-EL.283 V= 1.500 FT3 @ STEAM VENTING TUNNEL 15 (WEST> EL.307 V= 700 FT3 A= 37 FT2 C= 0.97 BOP c 0.5 PSID RWCU STEAM VENTING @ STACK V= 14.800 FT3 A= VENT AREA C= FLOW COEFFICIENT V= FREE VOLUME BOP= BLOWOUT PANEL A= 20 FT2 C= 0.653 A= 15 FT2 C= 0.65 A= 13 FT2 C= 0.64 A= 13 FT2 C= 0.64 A= 13 Fr2 C= 0.64 A= 25 F~ C= 0.81 A= 260 FT2 C= 1.0 ~ ~ o STEAM VENTING PLENUM 8 EL.293 r3 V= 460 F ~ A= 18 FT2 C= 0.66 o REGENERATIVE HX ROOM 9 EL. 283 V= 5,500 FT3 ~~ A= 38.4 Fr2 C= 0.66 @ RWCU PENETRATION ROOM 13 EL. 283 V= 1 <4.500 FT3 A= 54 FT2 C= 0.11 @ STEAM VENTING TUNNEL 14 (EAST> EL.307 V= 1.200 FT3 Llt.lS7.DGN UMERlCK GENERATING STATJDN lNTS 1 AN) 2 UPDATED FINAL SAFETY ANAl. YSIS REPORT PRESSURE-TDfIER4TlJ£ lRANSJENT ANAl.. YSJS..mEl. F1IR RWa.I LINE IREAItS IN RWQJ EQUIPMENT COIPARTMENTS UGT " CSIEET' DF 2, FIGURE 3.6-19 Rev.3 Nov./93
A= VENT AREA C= FLOW COEFFICIENT V= FREE VOLUME BOP= BLOWOUT PANEL ATMOSPHERE Llt.lS8.DGN UWERlCK GENERATING ST ATJON lKTS 1 AfI) 2 tPOA TED FINAL SAFETY ANAl.. YSIS REPORT PRESSUII£-TEMPERAllIE 1RANSJEHT ANAL YSJS MODEL FOR RICU UNE IIREAICS DI RWaJ E1IJJPYENT COIPAImIENTS IUGT II lStEET 2 OF 2 ) FIGURE 3.6-19 Rev.3 Nov.193
0." OOA-10' ~ (eEl!.., li>UI"IS I ~,6-11 ) ~ NOTES 1, C~LCULATED STRESSES FOR THE NODE IQIIftSHOWN IN THIS FIGURE ARE L.lmo IN TABLE 3.8-12.
- 2. TMI f!IOLLOWING SYMBOLS ARE USEO TO twolCATE BREAK LOCATIONS:
@l (9 TERMINAL END BREAK INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK 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
- 4,' f'>
BUMPER-TYPE RESTRAINT ANCHOR 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
A4"0 ~L-'Z rJ*P* 2F032 ~30 -;;:t-f )CJl.. ~ NOTES
- 1.
- 2.
- 3.
- 4.
CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6*12. THE FOLLOWI NG SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS: TERMI NAL END BREAK INTERMEDIATE BREAK CI RCUM FERENTIAL BREAK © LONGITUDINAL BREAK STRUCTURES AND DEVICES THAT ACT fJS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS: f -I A r> PIPE WHIP RESTRAINT BUMPE R-TYPE RESTRAINT ANCHOR PIPING DOWNSTREAM OF VALVE 2.F029 IS MODERATE-ENERGY. LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR VESSEL DRAIN PIPING ISOMETRIC (UNIT 2) (SHEET 3 OF 4) FIGURE 3.6-20 Rev. 14, 091'08
II ~.~ EL. 21Oo4!
- 8~
I IoI.REL.fS8-10 '4~ III.P.EL. ~~. Ib r NOTES
- 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: © 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 -I PIPE WHIP RESTRAINT BUMPER*TYPE RESTRAINT ANCHOR 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: © CD 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 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 CONT AlNMENT) (UNIT 1 ONLY) (SHEET 1 OF 2) FIGURE 3.6*22 Rev. 6,12/96
NOTES: i":CAlCULATEO STRESSES rOR
- 10:-::
POINTS SHOWN IN THIS rlGURE ~~ 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 ~. ~ - PIPING OOWNSTREA~ OF Tr: VALVES r HV-2F052A AND Hv-2f052E :S 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. STRUCTURAL COtJPLI"-l~ A.~O DOE:..S !-JOT C.A...Rl<Y A..NY FLOW. UIlEAlCK GEMEMnNQ STATION UNITS 1 AIID 2 upoAnio FINAL SAFETY ANALYSIS REPORT HPCI STEAM SUPPlY PtPNlISC>>.tETRlC (PORTION OUTSIDE PRNARY'CONTAINNENT) ~rr2) (SHEET 2 OF Z) FIGURE 3.6-22 Rev. 6,12/96
HPCI PUMP ROOM EL. 177 V= 26,000 FT3 ~ A= 121 FT2 C= 0.77 r HPCI PIPING AREA EL.201 V= 3,370 FT3 A= 137 FT2 C= 0.69 BOP G 0.1 PSID ISOLATION VALVE COMPARTMENT EL.217 V= 83,800 F,J A= 150 n2 C= 0.76 r STEAM VENTING @ TUNNEL EL.241 V= 4,425 Fr3 A= 145 FT2 C= 0.61 BOP G 0.5 PSID r ATMOSPHERE lNSI.DGN LDERICK GENERATING ST A TJON lNTS 1 Ate) 2 A= VENT AREA LPDATED FINAL. SAFETY ANALYSIS REPORT C= FLOW COEFFICIENT PRESSlJIE-TDlPERATLIE TIWISIDtI' V= FREE VOLUME ANAL YSJS aaJEL. FOR IfICI STEAIoI stJIIIL. Y BOP= BLOWOUT PANEL UtE IIREAl DI tPCJ COMPARllIIENT uar n CSHEET' IF 2, FIGURE 3.6-23 Rev.3 Nov.193 A= 140 FT2 127 81,100 157 4,480 137 Rev. 18 Sept./16
A= VENT AREA C= FLOW COEFFICIENT V= FREE VOLUME BOP= BLOWOUT PANEL HPCI PUMP ROOM
~~. ~~:OOO F,-3 Ii A= 121 FT2 C= 0.71 HPCI PIPING AREA
@8 EL.201 V= 3,370 FT3 A= 137 FT2 C= 0.69 BOP a 0.1 PSID ISOLA TION VALVE f21\\ COMPARTMENT "t:Y EL. 217 V= 83,800 F,a ,~ A= 150 F,z C= 0.76 STEAM VENTING @2TUNNEL ~. ~j~5 FT3 A= 176 Fr2 C= 0.90 SECURITY PLENUM EL.241 V= 1,320 FT3 A= 137 FT2 C= 0.89 r BOP a 0.5 PSID ~ ~ LIMERICK GENERATING STATION lNTS 1 AI<<) 2 LPDATED FINAL. SAFETY ANAL. YSIS REPORT PRESSURE-TEll'ERAllRE TRANSJDIT ANAL YSJS IIIJDEL FOR tPCt STUN 5UIPl Y Ut£ IIREAIt ]N IPCJ COMPAJmENT UGT 2) CStEET 2 OF 2, FIGURE 3.6-23 Rev.3 Nov./93 A= 140 FT2 A= 104 FT2 V= 81,100 FT3 A= 157 FT2 V= 3,150 FT3 Rev. 18 Sept./16 C= 0.69
ISOLA TION VAL VE COMPARTMENT EL.217 V= 83,800 F,J A= 150 Fr2 C= 0.76 STEAM VENTING TUNNEL EL.241 V= 4,425 ~ A= 145 FT2 C= 0.67 1 BOP II 0.5 PSID ATMOSPHERE -../"- LIMS3.oGN UMERlCK GENERATING ST A TIDN 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 SlJIPL Y BOP= BLOWOUT PANEL LD£ MEAl IN JSO.A11DN VALVE CClPAR'ntEJfT cutaT U CSIEET' IF 2, FIGURE 3.6-2. Rev.3 Nov./!3 81,100 157 4,480 137 Rev. 18 Sept./16
A= VENT AREA C= FLOW COEFFICIENT V= FREE VOLUME BOP= BLOWOUT PANEL ISOLA nON VAL VE 121' COMPARTMENT 'tY EL.217 V= 83,800 FT3 r A= 150 Fr2 C= 0.76 STEAM VENTING @2TUNNEL EL.241 V= 4,195 FT3 'r A= 176 FrZ C= 0.90 SECURITY PLENUM EL.241 V= 1,320 FT3 ~ A= 137 Fr2 C= 0.89 BOP II 0.5 PSID ~ V-- ATMOSPHERE -~ LIMS<I,oGN UWERJCK GENERATING ST ATJON OOTS 1 All) 2 lPDATED F1NAL SAFETY ANALYSIS REPORT PRESSIJ£-TDHRATl.RE llWISlENT ANAL YSJS MODEL. FOR fIlCI SlUM S&JIPI. Y UNE IREAIt IN ISDL.ATDJN VALVE CCM'ARnIENT aNT Zl CSHEET Z OF Z, FIGURE 3.6-241 Rev. 3 Nov./93 81,100 157 3,150 0.69 Rev. 18 Sept./16
n-+---.\\ \\ [L. 283'-.3'1/6" \\. \\---MAIN STtAM LINE & ~\\j WoP.EL. 273'-6~8" NOTU
- 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 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
IN. P. EL. 273 '- " 111" NOTES
- 1.
CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-15
- 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
ttl" 'ttl-
- /",
/,
- I
'Jt-...-.....I! 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. fi3> - PIPING DOWNSTREAM OF VALVE r
HV-1 F045 IS MODERATE-ENERGY 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. ~ - PIPING DOWNSTREAM OF THE VALVE r
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 V= 11,900 FT3 A= 29.6 FT2 C= 0.71 RCIC UPPER @ PIPE TUNNEL EL. 201 V= 1,320 FT3 A= 23 FT2 C= 0.65 Ir BOP a 0.1 PSID ISOLATION VAL VE COMPARTMENT EL. 217 V= 83,800 FT3 A= 150 f'r2 C= 0.76 STEAM VENTING TUNNEL EL. 241 V= 4,425 Fr3 A= 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 ANAL YSJS MODEL FOR RCIC S1EAM SlJlllL Y BOP= BLOWOUT PANEL UNE IREAlt JN RCIC PIJll CDPARTMENT IUNIT U CSHEET 1 IF 2 1 FIGURE 3.6-27 Rev. 3 Nov./93 11,700 35 1,300 81,100 157 137 4,480 Rev. 18 Sept./16
RCIC PUMP ROOM EL. 177 V= 11,900 FT3 A= 29.6 FT2 C= 0.71 RCIC UPPER @ PIPE TUNNEL EL. 201 V= 1,320 FT3 A= 23 FT2 C= 0.65 ,, BOP a 0.1 PSID ISOLATION VAL VE COMPARTMENT EL. 217 V= 83,800 FT3 A= 150 Fr2 C= 0.76 STEAM VENTING TUNNEL EL. 2-41 V= 4,425 Fr3 A= 176 FT2 C= 0.90 SECURITY PLENUM EL. 241 V= 1,320 FT3 A= 137 FT2 C= 0.89 ,, BOP a 0.5 PSID LIMS6.0GN ~ LIMERICK GENERATING STATION ATMOSPHERE OOTS 1 AN> 2 A= VENT AREA ~ lJIDA TED FINAL SAFETY ANALYSIS REPORT C: FLOW COEFFICIENT PRESSURE-TBRRATIIE T1WfSJEN1' V= FREE VOLUME ANAL YS1S.alEL FDR RCIC STIAM SlJIPL Y BOP= BLOWOUT PANEL UNE lllEAK IN ICIC PllP CDMPARTIBIT UllT 2> ISfEET Z DF 2 1 FIGURE 3.6-27 Rev. 3 Nov./93 11,700 35 1,300 81,100 157 3,150 0.69 Rev. 18 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: (L) _ TERMINAL END BREAK INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK LONGITUDINAL BREAK
- 3. iTMJCTURES AND DEVICES THAT ACT AI fIIUT'UCTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG*
NA TEO IY THE FOLLOWING SYMBOLS: f -t *
- 4. ~
PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT 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 -I
- 41'>
PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT 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
W.P.EL32'2'-O}'S" It' I I I 'l'DBA-loe P F'IG.?>.6-S I, J, '- MAIN STEAM UNF: C 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:
- 3.
(9-(D- ~- TERMINAL END BREAK INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK LONGITUDINAL BREAK . PIPING DOWNSTREAM OF VALVE HV-l FOOl IS MODERATE-ENERGY. LIMERICK GENERATING STATION 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
P-EAC-TDfl, 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 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
I I I q'OBA-lOe /J 6.~.'-. I I J, "-- MAIN STEAM UN( C 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:
- 3.
@l- ~- TERMINAL END BREAK INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK LONGITUDINAL BREAK PIPING DOWNSTREAM OF VALVE HV*tFOO1 IS MODERATE*ENERGY. LIMERICK GENERATING STATION UNlT81 AN02 UPDATED FINAL SAFETY ANALYSIS REPORT RPV HEAD VENT PIPING ISOMETRIC (UNIT 2) (SHEET 4 OF 4) FIGURE 3.8-30
y ~~ z x ~l'30 I 8 II , 1
- 0)
\\0 NOTIS
- 1.
CALCULATED STRESSES FOR THE t"OOE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6*20.
- 2.
- 3.
- 4.
THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS: TERMINAL END BREAK INTERMEDIATE BREAK (0-CIRCUMFERENTIAL BREAK (0-LONGITUDINAL BREAK STRUCTURES AND DEVICES THAT ACT AS REST.UCTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESlG* NATED BY THE FOLLOWING SYMBOLS: +-.. -. - ~- PIPE WHIP RESTRAINT BUMPER*TYPE RESTRAINT ANCHOR PIPING DOWNSTREAM OF VALVE 1027 IS MODERATE*ENERGY. 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:
- 4.
+- A - ~- PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT ANCHOR 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
I r.- /I W.P. EL. '244-11'It;; -~~ SHUTDOWIJ COOLlfJG 5UCTIOt./ LII-IE 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 AI RlIT"ICTIONS TO PIPE MOVEMENT FOLlOWING A PIPE BREAK ARE DESIG* NATeD IY THE FOLLOWING SYMBOLS: f -I A
- 4. fY PIPE WHIP RESTRAINT BUMPER*TYPE RESTRAINT ANCHOR PIPING DOWNSTREAM OF VALVE HV*1f009IS MODERATE*ENERGY.
LIMERICK GENERATING STATION UNfTS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RHR SHUTDOWN COOLING PIPING ISOMETRIC (UNIT 1 ONLy) (SHEET 1 OF 6) FIGURE 3.6*32
y l(: (
- I SHUTDOW\\.J COOLlf.J6 RETUP-IJ UIJE A NOTES
- 1.
CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.8-21.
- 2.
THE FOLLOWING SYMBOlS ARE USED TO INDlCATE BREAK LOCATIONS: 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 ANCHOR
- 4. ~
PIPING UPSTREAM OF VALVE HV*' F060A IS MODERATE*ENERGY. LIMERICK GENERATING STATION 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
I'll/DCA_ SHUTDOWf.,I COOLlf..IG F\\ETLJPlIJ UI-IE B 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. 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
SHUTOOWij COOL.I~ SUCTIO~ LI~E ~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 ~ PIPING DOWNSTREAM OF VALVE r Mo-2FO09 IS MODERATE*ENERGY. UIIERICK CIINIRA'I'IG STATION UHITI1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RHR SHUTDOWN COOLING PtPtNG tSOMETRIC (UNrT2) (SHEET 4 OF 6) FIGURE 3.1-32
Itz. "OCA-'20 -:t-3' ~~ t'? "- ARC LEt.JGT H SHUTDOW~ COOLUJG RETUF..j.J LI~E A 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 - -t - A
- 4. ~
PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT ANCHOR PIPING UPSTREAM OF VALVE HV-2F050A IS MODERATE-ENERGY. LIMERICK GENERATING STATION UNITS 1 ~ND2 UPDATED FINAL SAFETY ANALYSIS REPORT RHR SHUTDOWN COOLING PIPING ISOMETRIC (UNIT 2) (SHEET 5 OF 6) FIGURE 3.6-32
Itz 1lDCA-204 SHUTDOW~ COOLII4G ~ETU~I-J LI~E e 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 - -I -*
- 4. ~
PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT ANCHOR PIPING UPSTREAM OF VALVE HV-2.F050B IS MODERATE*ENERGY. UMEAICK GENEAAnNG STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT 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 -I
- PIPE WHIP RESTRAINT BUMPER*TYPe RESTRAINT ANCHOR
- 4. ~
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
TA6LE.-i " PR LOCATloJ IN I COIU'i.SPONPIIoI'=! PRS LOOP-D LooP-A _I..OOP-e 5 PRo - Z B SPR-31 5PI<-30 -~--
- 5-4 B-?'
1:>-1 B-3 B- " 8 ~-loA l)-II B-9A I=o~ ~Cl~P-C. SPR-1...9 &-e 8-7 8-lt 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. UMEAICK GENERATINQ STATION UNf1'1I1 AND I UPDATED FINAL SAFETY ANALYSIS REPORT LPCI f.1JECT1ON PJPN3ISOMETRIC (UNfT2) (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:
- 4.
f PIPE ~HIP RESTRAINT -I - BUMPER-TYPE RESTRAINT ANCHOR ~ 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-NATED BY THE FOLLOWiNG SYMBOLS:
- 4.
t - PIPE WHIP RESTRAINT -I A BUMPER-TYPE RESTRAINT ANCHOR ~ _ 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
1100 ,000 900 800 700 .e-w 600 u II: 0 LL W 500 u z < I-tI) Vi 400 w II: 300 200 100 TYPICAL FORCE DEFLECTION CURVE FOR A 6-BAR, 24-in. PIPE RESTRAINT LOADED AT 00 F = 6 [ 102,228(0-5.9841°.24 ] / / / / / / / DEFLECTION LIMIT //~ LINEAR IDEALIZATION ..... -- TOTAL CLEARANCE = 5.98 in. PIPE DEFLECTION, 0 (in.l TOTAL CLEARANCE = ~ 15 INIT~ EF:] CLEARANCE CLEARANCE (4 in.l (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 KEY: ~C40 ~ TYPICAL BREAK LOCATION ~ L TYPICAL RESTRAINT DESIGNATION \\......ooj--__ RC8LL LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT BREAK LOCATIONS AND RESTRAINTS "ANALYZED FOR POAVERfFICAtlON PROGRAM FIGURE 3.6=-37
LEGENp GUIDE RIGID RESTRAINT FMAX CONTAINMENT WALL I FBREAK \\ Y NORTH TYPICAL PIPING SYSTEM MODEL oL-~ ____ ~ __________________ ~=-________ __
- o.
~ TYPICAL PIPE BREAK FORCING FUNCTION TIME IMSECI LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE BREAK ANAL YS1S MODELS FIGURE 3.6-38
I \\ I I I ~I,,'I 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. PECO ENERGY COMPANY LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RWCU PUMP SUCTION PIPING ISOMETRIC (PORTION INSIDE RWCU ISOLATION VALVECOMPARTMENl) (UNIT 1 ONLy) FIGURE 3.6-39 Sht.10F2 Rev. 10 10/00
6' x 4' CONC. RED. ./ / 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 ---1 -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.
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) FIGURE 3.6-39 (SHEET 2 OF I) Rev. 11 9/02
LGS UFSAR Figure 3.6-40 Intentionally Left Blank
~ ~ A ~ § ~ r 0 B \\.. ..) LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT GENERIC REPRESENTATION OF PIPE FIGURE 3.6-41
B C D E I~r----tlt) I "- RESTRAINT BEFORE THRUST (a) B C D J-----.. ! Fit) FEOUIV "- EQUIVALENT MASS (b) BEFORE THRUST B B C D E DURING THRUST C D F(t) - FEQUIV 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 @1EL.I77 V= 25,000 FT3 TEMP. IISOF R.H.26Z WALL HEIGHT 21.5 FT2 PRES. 14.7 PSIA FLOOR AREA 1420 FT j~ A= 121 FT2 C= 0.11 1 i:"::\\ HPCI PIPING AREA TEMP. II SO F \\!!t EL. 201 3 R.H. 26Z 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 J:':\\ COMPARTMENT EL.217 R.H.40Z V= 83,800 FT3 PRES. 14.1 PSIA 4 A= 150 n2 C= 0.16 STEAM VENTING TEMP. 120°F R.H.40Z 2TUNNEL EL.241 V= 4,425 FT3 PRES. 14.1 PSIA A= 145 FT2 C= 0.61 BOP c 0.5 PSID WALL HEIGHT 16 FT-? FLOOR AREA 234 FI-WALL HEIGHT 34 FT FLOOR AREA 2185 Fr2 AT ELEV.211 ROOM HAS AN IRREGULAR SHAPE - FLOOR AREA X HEIGHT WOULD NOT NESSARILY CORRESPOND TO COMPARTMENT VOLUM~ WALL HEIGHT 10FT 2 FLOOR AREA 442 FT NOTE: This model is based on the original power leVel. A= VENT AREA C= FLOW COEFnCIENT V= FREE VOLUME BOP= BLOWOUT PANEL 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 ST ATJDN IHTS 1 All) 2 lP01TED FDW.. SAFETY ANAL YSlS REPORT E:NVJREH,ENTAl. QJIC)l i JDNS All) CDIIP.umEHT DDmISmNS FOR !PC[ STEAM L.D£ HAl FIGURE 3.6~3 Rev. 5, 4/96
('oj ,p CD '\\ ~ 00*00t> OO*OZ:E oo*Ot>z: (~) 3~n.L\\t'~3dW3.L 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 Tables 3.6-7 and 3.6-9. / ~ ~ ~ 1000..-. ~ ~ 0009L 8 cO ~ r--
- IE
!;{ \\ ~ ~ a ('oj ~ ~ 0 ~ 8 ci 0008 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT HPCI STEAM SUPPLY LINE BREAK IN HPCI COMPARTMENT TEMPERATURE TRANSIENT FIGURE 3.6-44 Rev. 5, 4/96
~ If' I ~ ~ ~lrn I( I) ~ ~ 8 cO 8
- a o.-
8 cO ~ \\ \\ I\\~ ): ~ 8 N OS*9l ~ OO*9l ('VISd) 3~nSS3~d NOTE: This pressure transient is based on the original power level. Environmental conditions for the break based on a power level of 3527 MWt are listed in Tables 3.6-7 and 3.6-9. ~ OZ*9l OV*Vl 8 ci LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT HPCI STEAM SUPPLY LINE BREAK IN HPCI COMPARTMENT PRESSURE TRANSIENT FIGURE 3.6-45 Rev. 5, 4/96
CI Z o Co> ~ * ~ Z Co> !! ~ ~ ~ PERIOD IN SECONDS 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 FREQUENCY IN CYCLES/SECOND o I.oe.oe 0.0.. 0.03 0.D2 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 Z 0 Q l-e:( 0 a:
- j' w
...J 0 W CJ CJ e:( 0 c 0 z 0 0 a: (!) 0 c
- j' w
0 N I ...J e:(
- ?!
0 a: CO 0 0 Z I 0 ~ 10. 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
'i" ~ Z* 0 i= II: w ...J W t.) t.) ...J II: l-t.) W A-en 0 w N ~ II: 0 z PERIOD-SEC. 10.0 1.0 0.1 0.01 10.0 6.0 4.0 I I I I I I I I I I I I I I I I LEGEND TIME HISTORY RESPONSE SPECTRA
- DESIGN RESPONSE SPECTRA IA J
I I I I I I i I IA \\... lr.fl ~~ IJ '*.1\\ 2.0~----~--~-4-4-4~~'~----~--~~~~~~4-----~~~~~+--+-+-+~HH ~. ~ 1...01
- I...-. ~
r'
- ~
- .~
- :n....... "-I~~
...,v.;. Lto-"-_~~ ..,:.. ::.. :"l!. ~. 0.1 2 4 8 8 1.0 2 4 FREOUENCY
- CPS 8
- 10.0 2
4 8 8 100 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 iii LEGEND TIME HISTORY RESPONSE SPECTRA
- DESIGN RESPONSE SPECTRA I I II I i
I I ~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 ~ 1-------I------I--_r_+_r4-I-++------+---+--+-+_+_~++------+_--+__+~_+_r~ Q 6.0 w N :::; c(
- IE a: o z 0.1 2
6 8 1.0 2 FREQUENCY - CPS 2 6 8 100 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" DAMP". (NORMALIZED-TO ls'- FIGURE 1.7..
E Z* 0- ~ II: PERIOD*SEC. 10.0 1.0 I I I I I I I I I I I I j I I I LEGEND TIME HISTORY RESPONSE SPECTRA
- . DESIGN RESPONSE SPECTRA 0.1 0.01 I I I I I I
I I 10.0r-----~--~_+~_+_r~+_----~--~~--~_++4~----_+--_+--~+_~_rH ~ 8.0r-----~--~_+~_+_r~+_----_r--_r~--~_++1~----_+--_+--r_+_~_rH w (,) ~ ..J c( II: t; W ~ 6.0r-----~--~_+~_+_r~+_----~--~~r_~_++4~----_+--_+--~+_~_rH c w N :J c( ~ II: o z 4.0r-----~--~_+~_+_r~+_----~~6~-~~~~HA~+W~------+_--+_~_+~~HH I ) .. ':I..... V~~"~~~ ~\\ ~.. ~ 2.0~----~--+-_+_+_+~~~'~--~--~-4~~~+++---~~~--_+--~~~~~ 11.'-
- ~
0.1 2 II* ~. .ltlt~ I...... ~.' .~t-++++++ I..-I!'!";., ~.. 4 8 8 1.0 2 4 FREQUENCY* CPS 8
- 10.0 2
4 6 8 100 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 I I I I I I I I I I I I I I I I LEGEND TIME HISTORY RESPONSE SPECTRA
- . DESIGN RESPONSE SPECTRA 0.1 0.01 I
I I I 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 FREQUENCY - CPS 6 8 10_0 2 4 6 8 100 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
I z* o ~ PERIOD*SEC. 10.0 1.0 iii i I I I I I I II I I I I LEGEND TIME HISTORY RESPONSE SPECTRA
- DESIGN RESPONSE SPECTRA 0.1 0.01 II Ii I I
I i 10.0r_----1---1-_+~_+~r++_----_r--_r_;~~_+~~----_+--_+--r_+_~~H 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; c W N
- i 4(
~ II: ~ 4.or_----1---1--+~_+~r++_----_r--_r_;--~_+~~----_+--_+--r_+_~~H 0.1 2 4 1.0 2 4 FREQUENCY* CPS
- 10.0 2
4 8 100 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"
~ ~ c( II: PERIOD*SEC. 10.0 1.0 II I I I I I I I II I I I I I LEGEND TIME HISTORY RESPONSE SPECTRA
- DESIGN RESPONSE SPECTRA 0.1 0.01
" II I I I I 10.0r-----~--~_+~_+~r++_----_r--_r~~~_+~~----_+--_+--r_+_~~H ~ 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 FREQUENCY* CPS
- 10.0 2
4
- 100 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' @) 221.'" [ill
=~~
~ 207..0"_' ~=J2::;..p...t.1 g!] ~ 192.5'~
- --=~.I
@ bW LEGEND:
- MASS POINT o JOINT NUMBER o MEMBER NUMBER o SPRING NUMBER
~ 18l9~ LIMERICK GENERATING STATION " UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT HORIZONTAL SEISMIC MODEL OF PRIMARY CONTAINMENT FIGURE 3.7-10 Rev 08 1V98
334.4 I [Z] ~ I (j) __ 3.3 /.0 [g) 325.7 I ~ I§I 3/2.7 3 /2.7 __ 31'2.7 I @] 297.0 ~ 294.8' 2~3.0' ~ ~ @) 284.0 I ~ 27~O' @] 273.0' rcrJ ~ 2.72./7, 272.0 ~ ~ @ _2~5.5, I [1J '2tiJ3.7 2G~.72 2102.0 25'.5' (j) IjJ I ~ 252.0 ~ 250.0 244.0' ~ 23G.2, @ 236.'2' , [llJ J 22/.6' 22/.G I ~ ZOi.O 207.0 le2.S' I?JJ ~ /!!J2.S' I!fl @ le/.g' 18/.~ (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_-==.-___, 297.0 I 284.Q I 2;2.0' 26'2.0 I 4 25'2.0 244.0' 236.2' I '2. 21. G 201.0, (@] 19'2.5 IMI LEGEND: D. MASS POINT NUMBER JOINT o MEMBER NUMBER o SPRING NUMBER 293.0' '2 '13. 0' 2~3.72 ' ~ m __ F---- aI2.7 2;)4.6' 279.0' 272.17' 2(#5.5' 56.5' 250.0' 23~.O, 22./.~, 207.0' 1~2.5 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT HORIZONTAL SEISMIC MODEL OF PRIMARY CONTAINMENT WITH 9OIL-sTRUCTURE INTERACTION FIGURE 3.7*12
354.4 I [g] (J) I ~ 325.( ~ 312.f 297.0 I IS] ~ 284.0' [Z] 272.0 2GS2.0, ~ 252.0' ~ (j) 2.44.0' ~ 236.2' [ll] 22/.6 ' IIi! 207.0' IL3I ,g'2.5' ~ LEGEND: D
- MASS POINT NUMBER JOINT o MEMBER NUMBER o SPRING NUMBER 3/2.7 I
293.0' ~ §I liZ) ~ ITJ ~ I 331.0 ~ I 3/2.7 ~ 294.8 I ~ 279.0' 272./7 ' 265.5' 250.0 I 2360' 221.6' 207.0 t 19'2. S I IS/.g' LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT VERTICAL. SEISMIC MODEL OF PRIMARY CONTAINMENT WITH SOIL*STRUCTURE INTERACTION FIGURE 3.7*13
410.0' _____ ~(!!1 .2.0-ffi] 8 l!! 332.0' 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 EL 410' EL 352' EL 333' EL 313' EL 304' EL 283' EL 269' EL 253' EL 239' EL217' EL 201' FUEL POOL GIRDERS UNIT NO.2 flOOR FRAMING BETWEEN FUEL POOL GIRDERS & INTERNAL STEEL COLUMNS FLOOR FRAMING BETWEEN POOL GIRDERS & CONC. BEARING WALLS UNIT NO.1 h-~~------~31~----------~ REACTOR ENCLOSURE FLOOR FRAMING (TYP) D---L-------~30~----------a D-----------~29~----------~] l>-------------I 28 ~--------<l FLOOR FRAMING BETWEEN STEEL COLUMNS & INTERIOR WALLS FUEL POOL GIRDERS UNIT NO.1 REACTOR ENCLOSURE FLOORS BETWEEN STEEL COLUMNS & DRYWELL ~---CONTROLSTRUCTUREFLOORS fEL 177' LEGEND: o MASSPOINT 0- PIN CONNECTION LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT VERTICAL SEISMIC MODEL OF REACTOR ENCLOSURE AND CONTROL STRUCTURE FIGURE 3.7*15
410.0' 6i 0 312.0' ,6j] 8 [i] 332.0' 313.0' (i) t!J 3M.0* @ [!] 213.0'
- 0) m 211.0'
@ [!] 213.0' @ [i] 231.0' [!] (j) [!] 217.0' 201.0' II] CD m 177.0' ~ "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 EL 410' EL 352' EL 333' EL 313' EL 304' EL 283' EL 269' EL 253' EL 239' EL 217' EL 201' LEGEND: o MASSPOINT FUEL POOL GIRDERS UNIT NO.2 FLOOR FRAMING BETWEEN FUEL POOL GIRDERS. INTERNAL STEEL COLUMNS FLOOR FRAMING BETWEEN POOL GIRDERS
- CONC. BEARING WALLS UNIT NO.1
~---r-----I31l-------U REACTOR ENCLOSURE FLOOR FRAMING (TYP) ~~------~30l-------a n-----~29l-------a h-----------~28~--------~ -+---CONTROLSTRUCTUREFLOORS FLOOR FRAMING BETWEEN STEEL COLUMNS. INTERIOR WALLS FUEL POOL GIRDERS UNIT NO. 1 REACTOR ENCLOSURE r--.-- r FLOORS BETWEEN STEEL COLUMNS. DRYWELL LIMERICK GENERATING STATION 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
14.' 2.3 1.& o G ~ ~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.
REFUELING BELLOWS ~,,~'~- VESSEL VESSEL SKIRT REACTOR PRESSURE VESSEL STEAM SEPARATOR FUEL SHROUD GUIDE TUBES CRD HOUSINGS TYPICAL RPV AND INTERNAL STEAM SEPARATOR SHROUD FUEL GUIDE TUBES 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 """'----+------ REACTOR PRESSURE VESSEL EL31--------~~~3~1_ 1n132 EL 32 ----------04 ~ EL>> REFUELING BELLOWS ~3""'------i---=':"'::::""'- VESSEL HEAD FLANGE MATING SURFACE STABILIZER K 5 ~ 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~ ---=~--~~-----
Ii F~"""---- EL 12 TOP OF CRD HOUSINGS SUPPORT SKIRT ------..1 ~::--;~-t:;======-::--- EL.!!... ELEVATION "0" -.... ---==----- EL eo INSIDE BOTTOM OF VESSEL HEAD EL54 --------~ PEDESTAL i! MATHEMATICAL MODEL u REACTORl'RESSURE VESSEL AND INTERNALS NOTE: MASS POINTS 14, 15, 11, 17,55,56,57,58, AND MEMBER NUMBERS 14, 15, 11, 17,57,58 ARE NOT USED. SPRINGS K1 AND K2 ARE NOT USED. ~: --INN-- AXIAL SPRING -@r-TORSIONAL SPRING HINGE CONNECTION RIGID MEMBER -+- 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
MODEL -vv ~ 1 I 1 MODEl FREQUENCY *. 60 CPS i MODE 2 FREQUENCY 8.55 CPS I rT 11771 I IJ MODE 3 FREQUENCY 15.39 CPS 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 MODEL I MODE 4 FREQUENCY 17.13 CPS MODES FREQUENCY 2,.31 CPS 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
.Iw "J" MODEL MODEl FREQUENCY 2.81 CPS MODE 2 FREQUENCY 7.S8 CPS MODE 3 FREQUENCY 9." CPS 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
"'~ yy' I ~ MODEL .I MODE 4 FREQUENCY 14.84 CPS MODE a FREQUENCY 17.22 CPS \\ \\ .1 \\ j MODE 8 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
MODEL MODE l' FREOUENCY 10.82 CPS MODE 2 FREQUENCY 17.57 CPS LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTAINMENT VERTICAL MODE SHAPES UNCRACKED CONDITION FIGURE 3.7*22
R ~ in I ~ I ! I H ~ i - HI' P ~ -- H f1 U MODE 1 FREQUENCY 7.73 CPS MODEL* 1l r 1 W I H f I ! I I I I h H ' I IW 'H . I H . i I tJ ~ iH I i I I ' I I ./ I 1 R I ~ -I ~ /1 H t I ' \\ I I ~ i i I f I-i II t n \\ Ui II \\ f-1 i . I 1 I MODE 2 MODEJ FREQUENCY 12.18 CPS FREQUENCY 19.'1 CPS LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTAINMENT VERTICAL MODE SHAPES CRACKED CONDITION FIGURE 3.7-23
MODEL i. ! MODE 1 FREQUENCY 2.60 CPS ~ . I / MODE 2 FREQUENCY 7.71 CPS V / D . I ~ '~ \\. t1 MODE 3 FREQUENCY 11.53 CPS / \\ '\\.... -""' \\ \\ MODE 4 FREQUENCY 11.12 CPS MODEll FREQUENCY 21.31 CPS MODEl "REQUENCY 21.01 CPS 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 -t 7' / I / i I I ~ j f-I t-f- _J ~- I, -1 I i ~-- \\ -1 1 -. I AlJv{ .~ J C9 MODE 1 MOOE2 MODE 3 FREQUENCY FREQUENCY FREQUENCY 3.24 CPS 10.52 CPS 15.11 CPS MODEL /r / ! \\. ~. \\ ~ I ---1 -~ / ~ i 0:---- j-MDDE4 MODE 5 FREQUENCY FREQUENCY 22.08 CPS 30.06 CPS 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
12 53----- 48 47 46 45 44 43 42 41 40 /' /' 11 9 10 8 7 6 5 4 3 2 54 39 37 34 50 51 33 49 52 32 38 35 31 30 29 28 1 19 18 17 16 15 14 13 FREQUENCY: 1.993 CPS 36 9,11 20 21 22 9,11 23 24 25 9,11 1 ~ ~ ~ 1 ~ ~ ~ ~ 27 26 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..... --. 39 37 34 48 11 50 51 10 33 47 / / / 49 52 32 46 8 38 35 45 7 31 44 6 5 30 43 42 4 3 29 41 2 28 40 1 19 18 - 17 16 15 14 13 FREQUENCY: 4.262 CPS 36 9,11 20 21 22 9,11 23 24 25 9,11 1 ~ ~ ~ 1 ~ ~ ~ 1 27 26 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
12 53 __ --. 48 11 10 47 9 46 8 45 7 44 6 43 5 42 4 41 3 40 2 54 39 50 49 38 1 34 33 32 31 30 29 28 ~ 37 51 52 35 19 / / 17 16 - 15 14 13 FREQUENCY: 5.959 CPS 36 9,11 20 21 22 9,11 23 24 25 9,11 1 ~ ~ ~ 1 ~ ~ ~ 1 27 26 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 12 53 __ -----<_ FREQUENCY: 10.661 CPS 37 34 48 19 11 50 51 .,..".".--+........ -... 3 47 10_- 3 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 19 11 50 51 10 33 18 47 36 / 49 9~----------~~------~~ 32 52 Illl1lllI 46 __ ----I. 8 38 35 31 7 45~----~----------~~------~~~~.27 44 __ ----I. 6 5 30...... """ 15 43~----~~--------~~------~~~---26 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
~ c:J Z 2 I-< a: w ...J W (J u < 7.010 1.300 Ii._ ".JIG 3.1OG 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
~ 0 2: 0 a: w ...J W U U << 13.000 11.700 10.400 1.100 7.100 8.500 5.200 3.100 2.100 1.300 0.000 0.1 0.2 0.4 0.6 1.0 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
~ (!) Z 0 ~ IX: w ..J w u u << 5.~~--------------------------------------.. r-------------------' 4.500 4.000 3.500 3.000 2.100 2.000 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) 2'- Co) < 2.101 1.400 0.700 0.1 0.2 0.4 0.6 1.0 0.375 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 ~ << 4.500 a:: 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.'" 0.1 0.2 0.4 0.6 1.0 0.71 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 0.1 0.2 0.4 0.6 1.0 0.47 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 0.200 0.000 0.1 0.2 0.4 0.6 1.0 0.21 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 1.100 Z 0 ~ ~ a: 1.100 w ..J W U u 1.200 ~ 0.100 0." 0.003 0.000 0.1 0.2 0.4 0.6 1.0 0.33 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 o Z 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._-... - ~ " 4._- Z Q ~ << ~ 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'----....,----~--------~ '" '- a _ Lt'l II ~---------+--- :.:: a: o o "<t N UJ ~ c.:l -~-~- o o N C"! t---+----------+-- ~ '- ~ - 1---4----------+-~ '--.&-I o o co \\ \\ J o 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
~OBE EARTHQUAKE REVIEW SEISMIC ACCELERATION I >OBE MALFUNCTION DAMAGE DAMAGE POTENTIAL DAMAGE DETAILED ANALYSIS PLANT SHUTDOWN T NOTIFY NRC REVIEW OPERATING-STATUS FOR SYSTEM MALFUNCTION I NONE INSPECT AND TEST
- SAFETY SYSTEMS I
NO DAMAGE VISUAL INSPECTION
- OF PLANT r
NO DAMAGE ANALYSIS OF PLANT RESPONSE
- FOR PROBABLE THEORETICAL FAILURE r
NO EVIDENT OR PROBABLE DAMAGE TO DETERMINE ACTUAL 1----------.1 FAILURE AND REPAIR NRC PERMISSION TO RESTART AS NECESSARY
- REPORT RESULTS TO NRC r
CONTINUE OPERATION 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 16~--+---~--~---+---+---4----~--+---~---r--~ ~ / ~ 12 ! 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 1.0 0.9 0.8 0.7 0.6 E
- I:
a:: a:: 0.5 (.) 0.4 0.3 0.2 0.1 RESPONSE FROM 2-COMPONENT ABS >3-COMPONENT SRSS 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8
- 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) 00 0.9 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
1.4 1.3 1.2 1.1 0.9 0.8 Rmin f= _H __,o~f~ 1.0 Rmax H 2-COMPONENT ABS . IS CONSERVATIVE FOR Y ~ 1 Rv C= --,0";;;C";;;00 Rmax H 1 + C FOR 0 ~f~ 1.0 00 0.7L-__ ~ ~ ~ ~ ____ L_ __ ~ ~~ __ J_ __ ~ ____ ~_ 10 2 3 4 5 6 7 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
- -4.4' ORIGINAL LOCATIONS
. %,OFMAIIEI 1 0:" 1 X~ LOCAL Y
- - 0.&'
1 ~ Y elE ~L~L 0_.- 8.*, 8 9 3 x 3
- - 1.78'
@~ kD.
- - 0.84', 4 Y
tA~ L .6 X ///// GLOBAL NODES 1 2 3 4 I; 6 7 8 II 10 11 COORDINATES (Ft.) X Y Z 0.0 286.0 0.0 0.0 268.0 0.0 0.0 259.5 0.0 0.0 251.0 0.0 0.0 244.0 0.0 0.0 237.0 0.0 -4.40 286.0 0.0 -0.50 268.0 0.0 -8.98 259.5 0.0 -1.78 251.0 0.0 -0.84 244.0 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 t --I._.68'~ 0: (!) -252',0" 1-*. 29.86' °0 .0: <!) 246'.0" 0 CD Y 0~~ 238'.0" <Ii ~ CD 1+0 (!)u 229'.0" 'It""'/. Z X (D U 213',9" CD CD X 178',0" '\\":"'"..-..
- NORTH CD COORDINATES (Ft.)
NODES X Y Z 1 2 3 4 6 6., 9 0.0 178.0 ooU _ 0.0 213.71 0.0 0.0 221.0 0.0 0.0 231.0 0.0 -21." 2 ** 0 0.0 0.* 212.0 0.0 10.00 178.0 0.0 0.0 241.0 0.0 0.0 212.0 0.0
- REFERINCE NQOEFOR ELEMENT ORIENTATION 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
- ~
- Z.*
WALL-D 362'-0" ~332'-O" 283'-0" 289'-0" 213'-0" 239'*0" 217'-0" 201'*0" TRANS. SPRING /--..... ( UNIT 2 ) ./ (SEE TABLE 13.-16L ~NORTH ROTATIONAL SPRING ~. I E-W EXCITATiON (DBE) COORDINATES (Ft.) NODES X Y Z 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 0.00 177.0 0.0 19.50 201.0 0.0 22.13 217.0 0.0 73.74 239.0 0.0 11.95 253.0 0.0 57.14 269.0 0.0 1.22 283.0 0.0 79.45 304.0 0.0 33.97 313.0 0.0 83.99 332.0 0.0 11.00 352.0 0.0 0.00 410.0 0.0 1.00 177.0 0.0 0.00 177.0 1.0 0.00 201.0 0.0 0.00 217.0 0.0 0.00 239.0 0.0 0.00 253.0 0.0 0.00 269.0 0.0 0.00 283.0 0.0 0.00 304.0 0.0 0.00 313.0 0.0 0.00 332.0 0.0 0.00 352.0 0.0 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPOnT REACTOR ENCLOSURE 3-D STICK MODEL (E-W DIRECTION) FIGURE 3.7-50}}