ML21133A076
Text
{{#Wiki_filter:OI I ~ co OI J l.t') OI ~ ~ { 0 I co 0 I r-- g I 0 I l.t') 0 ~ ~ >-f- ....I I ~ a:; <( CD 0 0 a: I N c.. f-z UJ u 0 a: I UJ c.. l.t') I N I l.t') I d N I d 0 l.t') 0 d 0 d ~ 8 8~li1R g 0 0 ~ 0 0 Lt') ~ N N HdW '033dSONIM LIMERICK GENERATING STATION UNITS 1 AND2 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 TIP TANKS ~ I\\ )' \\ I 0.04 I I I I 0.12 FORCE TIME
- 0.
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125 0.01 125 0.06 475 0.08 1625 0.12 1400 0.13 250 0.16 40 0.18
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0.19 TOTAL ~ FUSELAGE & TANK --- WING & TANK 0.16 0.20 0.24 TIME (SEC) LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RESULTANT LOAD CURVE ON STRUCTURE DUE TO IMPACT OF DESIGN AIRCRAFT FIGURE 3.5-1
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£L. 25.3'-0 U*RtCK GENERATING STATION UNtTS1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE WALL SECTION AT COLUMN LINE D FIGURE 3.5-2
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(9--~--#-- l '* M 8 11 -~ f.lj -d !':~CTOe UIJI T"'1 ~121:2& ~I ~ I / ...,.,rot1,....."--~ '-J(Z,1.1 ~~~~ ftN*~~~ ~' / I I_ J l.. J -._ r - ,_ r - - -'-..J LIMERICK GEN!RATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FLOOR PLAN, DIESEL GENERATOR, UNIT 1 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 1 -/ 1 1-3 l ;~ "t.tNER Ii. TYP MAIN STEAM LINE PIPE WHIP BUMPER ANCHORED TO DRYWELL WALL LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WHIP RESTRAINT DETAILS (SHEET 1 OF 16) FIGURE 3.6*1
'/+' LINER Jt! NOTE: This UFSAR figure is provided to delineate the primary (typical) structural cor:ic: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. ,----.....,...,..--< TYf' BL.END p,, ~l'-21*1,J I ~ .. 'f' PIPE (o.o) I I 11 ~ t'j 111£0RETIC.,O..L RA.DIUS ..------~--*-----~ p L A N I I l_ ~/--) I 1'2 11 TllCI<, ,~ ~~11 0,D. ___ 1'*_1 1~/21-4 1 SECTION MAIN STEAM LINE WHIP RESTRAINT ANCHORED T-0 DRYWELL WALL i-S'l'M. A.aT* 4 1-o 1 'f' 't* a~~*,'4',"1 SECTION LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYl'ICAL PIM WH* llEinlMNT DnMr.S (SHEET 2 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 of the structures, see design drawing number(s): 8031-C-938. SYM A8 1T MAIN STEAM LINE PIPE WHIP BUMPER CONNECTED TO STRUCTURAL STEEL IN DRYWELL o' ~ I -I LIMERICK GENERATING STATION UNITS 1 AftD 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-bu11t condition of the structures, see design drawing number(s): 8031-C-938. SYMABT Fl Ix 15 ros GL 212.' -9" MAIN STEAM LINE PIPE WHIP RESTRAINT CONNECTED TO STRUCTURAL STEEL IN DRYWELL '8 11MIN. '4"MAX..Tlt. K BACK-UP BAR(TYP. """B_LEND K 2" ~ llOLE 'l-LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WHIP RESTRAINT DETAILS (SHEET 4 OF 16) FIGURE 3.6-1
J!..(," ~ 5YJ1.11~7; &I'... ' ** "" \\g .. t:"..,) 6:. ~ - "'I I ~ ~ ~ \\9 -( .SECTION PLAN FEEDWATER LINE PIPE WHIP RESTRAINT ANCHORED TO DRYWELL 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-built concltion of the structures, see design drawing number(s): 8031-C-291. 1* ' ~ ~ ' 1\\1 ~ > <\\j.~ 'I ' ~ ~ I ScCT/ON@) -~ ' I I ~J-rk ~I I 7rR I -t I ~t~ SECTION@) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WHfP RESTRAINT DETAIL.I (SHEET 5 OF 18) FIGURE 3.1-1
BAH 8~2x o!.9h,'1 BAR 4x 2~0!-8' 1 rYP r+ ~/_ 1 --'-f~"--~Fi_O_R~P._:_'R-=---5-~-!~:....=5=-=-7 ~ ~ ~ 1111 ~ ~.._ ~ ~*~ ~ ~ '<) ~ I (( I (\\J ~ \\'() ~ \\( \\( HORIZONTAL PLANE. 111 BAR4X2. ~ W 2/x 127 ELeVATION 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): 8031-C-291. C - -~ I ~,~j 1 11 . ---i-- WP-'1: 11 11 1!. g" SECTION L}NE~ le I>< 21 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WHJP 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 of the structures, see design drawing number(s): 8031-C-938. SYM. AB'r. l 'fflxlZ ~ 3,4x3 ( EA.'slt>E) 1 I I /~(.)" : ---~ FEEDWATER LINE PIPE WHIP RESTRAINT CONNECTED TO STRUCTURAL STEEL IN DRYWELL 24¢FW ~ f 7 OS El 28~~o* TYP BEAM LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WHIP 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 BcAM TO 5 EL 28~~o" aox BEAM I '...0 11 1 '-0,, FEEDWATER LINE PIPE WHIP BUMPER CONNECTED TO STRUCTURAL STEEL IN DRYWELL !A/8 ~---WT6x 7(A36 STE.EL) 3" LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WHIP RESTRAINT DETAILS (SHEET 8 OF 16) FIGURE 3.6*1
l!.Ai 7t It t; (TY,.) t! ~tf"'=='-~~~~ l<A.DtA.LLW.~.T, L ___ _ COMf-.IN~Nj C.Elq!li ( T'f \\>) 11;::==-:m... ""==""""'-==~~;\\. P L A ~
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~ -'t I r p () (TYf>)J_ ---+---<(T'l'I-) HPCI STEAM SUPPLY UNE PIPE WHIP RESTRAINT ANCHORED TO DRVWELL WALL NOTE: This UFSAR figure is provided to delineare the primary (typical) structural concepts, arrangements, and elements relied IJ!)On to perform the 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. D t>I lhl'O\\C.t.I lit.IE~ I\\ 'J4 x 15 K ~ 1 - \\0 1 -==~=-E-C._I...... 1... 0....,..N~-@ LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WHIP RESTRAINT DETAILS (SHEET 9 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 of the structures, see design drawing number(s): 8031-C-940 .5YM ABT~ 'l.. BE.A/VI TS 10 1sMIN. ~"MAXJ~ o~ POST/;;}.. BACK* UP 't::7 BAR (TYR) .BAR 'l'a x 4 .S.AR Yz>t / 3/4 ES .BAR 5" RCIC STEAM SUPPLY LINE PIPE WHIP RESTRAINT CONNECTED TO STRUCTURAL STEEL IN DRYWELL LIMERICK GENERATING STATION UNITS 1AND2 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 I> 't p ' (- i!> ..),. { 3/l ¢ >' 1 s/tro **) NEL~ON STUD R=t=='ll!~ (_TY P) PLA 'SE c T \\ 0 ~\\ RCIC STEAM SUPPLY LINE PIPE WHIP RESTRAINT ANCHORED TO DRYWELL WALL I U z-o I II \\Q/4 +,. I II LIM£R 1-c 1/2 1' 8 "2-o -=s =E====C===t:T==I==O=====t-'1 =-@ LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WHIP RESTRAINT DETAILS (SHEET 11 OF 16) FIGURE 3.6-1
L I ~ II I I I I I I {BM@ II t ~~ ~ + ~' \\) T 4._ PIPE IT. 13 ~TrP* '~ - *--= ~~EASIDE T'(P ~ I_ I ft I T'f'P) h ~~-8 ++---< T'fP I I L L NOTE: This UFSAR figure is provided to delineate the primary (typical) structural cor:icepts, 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 104--. SECTION ELEVATION ""~4L SECTION AHR SHUTDOWN COOLING SUCTION LINE PIPE WHIP BUMPERS AND RESTRAINTS CONNECTED TO STRUCTURAL STEEL IN DRYWELL LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE Mttl' RUTRA.-T DETAILS (SHEET 12 OF 16) FIGURE 3... 1
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.-6** NOTE: PLAN BAR I" '/s TYP ( 8AC1'!1Nd BAI!.) (BAJ!,xtz_ I .SYM. ABT. F.R RHR SHUTDOWN COOLING RETURN LINE PIPE WHIP RESTRAINT ANCHORED TO DRYWELL WALL This UFSAR figure is provided to delineate lhe primary (typical) structural concepts, arrangements, and elements relied upon to perform lhe 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. . fz" SECTION LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WNIP RISfRAINT DETAILS (SHEET 13 OF 16) FIGURE U-1
PLAN
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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-295. ct 1 ... / !..;o'~----i-TYPe II A I 3 '-4 % 11 T'(P£ ][ B i--:~4--~----- ------ LINER' te. fe,. SECTION@ PR-IOZ PR-105 PR-103 PR-IOfi> -~ WP*:: ..s~"'*""~$2==$===¥-*-
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I ';~:.)* *~*,: {. \\**.. I t 12,,-l>COJ:E SPRAY ELEVATION NTS LINER If. Ix IS x t;.'-o" A-51' (GR ~O) CORE SPRAY lNJECTION LINE PIPE WHlP RESTRAINTS ANCHORED TO DRYWELL WALL LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE...... ReiHUtilNT DETAILS (SHEET 14 OF 16) FIGURE 3.&-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-9n. _.--_ff!. '2 EA. SIDE _C\\J I f1!. 34 JI 5 14 (EA. SID I Tt 6)) I ( ,,.-W I 2 t 12 0 ELEYAT ON zn G e3 1...f'* 1912 1
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<1) t -t t t + IT') ... + -t- ---~....- + + + ~ + + + SEC TION LPCI INJECTION LINE PIPE WHIP RESTRAINT CONNECTED TO STRUCTURAL STEEL IN DRYWELL SECTION@ 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
111 MIN., CLE ARA JJCE BET. JN~ULATION 6' R~STRAINT. fl.. 114 w4 --- RADIUS * '3 1 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. yp LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE WHIP RESTRAINT DETAILS (SHEET 16 OF 16) FIGURE 3.~1
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.,._5* -ao'-7"' ( ,'---i + ; I I I I I I . 'I r: I-~-- I ~ \\ I I \\ I "- [ ~><-:3--- a; ; I I tLE\\/ATIQtJ A-A LooP *e# I ~C.11.U'T I I I. 12'-1" rt:'°** f ~ ~!.af ___ _J LOOP A SAME AS LOOI' a 1Jltli.£SS onllM!l~E Sl'IECl~MD -i ~ r-RP\\J iwliE*T I LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT ARRANGEMENT OF RECIRCULATION LOOP PIPE WHIP RESTRAINTS (SHEET 1 OF 2) FIGURE 3.6-2 ~j
155~ TO.SUf PO!?T STE£ L @90° ~ Z 70° ONlY TO 15 ! 0 f7- *TO SUPPOkT S7.el 9PlACES !5~G Yz" TO SUPPORT STEEL 8 LACES \\--* \\ \\ 150° v A '{ 90° -~ 105° 315" ""LOOP "A" / PLJll\\P L / __z-- -,£ -- I \\ I I I I I/ / I +- I I I l;r; I I /\\ 11:11Ye I TO SU,P.PORT STc£l '2 PLACES 0 1..1o 180° PLAN 'l / PUl'1P l..OOP ",e 1 ~- 135 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT ARRANGEMENT OF RECIRCULATION LOOP PIPE WHIP RESTRAINTS (SHEET 2 OF 2) FIGURE 3.6-2
RESTPIAINT FPIAME PIESTPIAINT FPIAME CAIL.!llAPI (1) L.01d Appli*d P1rp1ndiculnr to P111tr1int 11111 Ag11in1t Cabl11 CAIL.II/IA"' ~b) L.01d Appliud P11r111111 to l'r1m11 lu11 A1111in1t Ono lid11 of "'*maint l'r1m1 LIMllUCK GINl.. ATINCI ITATION UNITI 1 AND I UPDATID l'INAL IAl'ITV ANALVlll llllPOM TYPICAL AICIRCULATION IVITIM PIPE WHIP R!ITRAINT l'ICIU.. I 1.1*1
y z x I ~-~15**5" I ~~-- / I v~~/ I/.-- / -~ o" I II I. 5 /'!. 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 © 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 -I BUMPER-TYPE RESTRAINT ,A - 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 1 I I I \\ / 1 I I ~ I IS'_.S" REACTOR RECIRCULATION LOOP A ~
- 1.
CM.QAATEO STRE-FOR THE HOOi tlOINTS 8HOWN IN TH&a FIGUJllE Mtl Ul'TEO IN TAILE 3.N.
- 2.
- 3.
TWI FOLLOWOOI SYMIOLS.ARE UHO TO ININCATE IA.EAt< LOCATIONS: TERMINAL ENO DEAK INTERMEOIATE 8AEAK © - CIRCUMFERENTIAL IREAK © - LONGITUDINAL lftEAK aT.,-uRes AHO DEVJCES Ttt~T t\\CT.* . MtfllC'flONa-TOfttPE*~. POLLOWING A Pt PE IR£AK A"E OEStG* NATID BY THE FOLLOWING SYMIOLS: fl'tPE WHfP REITRAINT -e* - BUMPift-TYPE ftESTRMNT A - ANCHOR LIMERICK GENERATING STATION UNtn1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RECIRCULATION SYSTEM ISOMETRIC (UNIT 1 ONLY) (SHEET 2 OF 4) FIGURE 3.6-4
14-11i '* 5 I ~ ( tfP of!J) 261'4..:--- f!!:.:-- - '.. 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 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. 112D3727 REV. 0 LIMERICK GENERATING STATION UNITS 1 Att02 UPDATED FINAL SAFETY ANALYSIS REPORT RECIRCULATION SYSTEM ISOMETRIC (UNIT2)
(SHEET 3 OF 4) FIGURE3.M
1 l '1 \\ / 1 I I REACTOR RECIRCULATION LOOP A 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 -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 GENEMTINo STATION UlllTl 1 MD 1*
UPDATED FINAL SAFETY ANALYSIS REPORT RECIRCULATION SYSTEM ISOMETRIC ___ JUMtT2} ___ _ (SHEET 4 OF 4). FIGUAE3.M
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SECT!ql 'A-~ LIMERICK GENERATING STATION UNITS 1ANO2 UPDATED FINAL SAFETY ANALYSIS REPORT (UNIT 1) MAIN STEAM PIPING LAYOUT OUTSIDE PRIMARY CONTAINMENT (SHEET 1 OF 2) AGURE3.M Rev. 6,12/96
--t-i I 3~'-0 -+ - I DETAIL "A" ~ .. Z".,~J!C) N.T.S. 3G'-o" -. -r--- + 01\\:IY Lfr'i (-r.'~ T CONNECTIONS INSTRUMj::N ll'ING STATION CKGEN~ 2 LIMERI UNITS 1_~ft!D -.... S-REPORT -SAFETY ANALYSI -UPDATED FINAL SYSTEM '-~~M~~~N~SlST~~ONT~NMENT OUTSIDE PR (UNIT 2) (SHEET 2 OF ll FIGURE3.&-5
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM TUNNEL ELEVATION VIEW FIGURE3....
J ~jll/z.; 1 x 7¥4" SfLICE .11* 1::~;:;::?.;==FP:.~ \\I. 'r:. I "... " --w 5YHH. ABT. ' I NOTE: .J~ This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform th& 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING RESTRAINTS INSIDE MAIN STEAM TUNNEL FIGURE 3~7
y ~ PR-I I ~ MAIN STEAM LINE A NOTES
- 1.
CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE AR£ 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 THAT ACT AS PtESTfUCTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG* NAT&D IY THE FOLLOWING SYMBOLS: . T PIPE WHIP RESTRAINT -I - BUMPER-TYPE RESTRAINT ANCHOR LIMERICK GENERATING STATION UNITl 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) (UNIT1 ONLY) (SHEET 1 OF 8) FIGURE 3.6-8
y "' ~ l..Sl ~> /// ,;;1'4'(// / i-*'" // MAIN STEAtv1 LINE B NOTES
- 1.
CALCULATED STRESSES FOR THE NOOE POINTS SHOWN IN THIS FIGURE ARE LtSTED IN TABLE 3.6-4.
- 2.
- 3.
THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS: TERMINAL ENO BREAK INTERMEDIATE BREAK ©- CIRCUMFERENTIAL BREAK ©- LONGITUDINAL BREAK STRUCTURES ANO DEVICES THAT ACT /-S RESTRICTIONS TO PtPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG* NATED BY THE FOLLOWING SYM90LS: +- -t
- PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT ANCHOR LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT)
(UNIT 1 ONLY) (SHEET 2 OF 8) FIGURE 3.6*8
MAIN STEAM LI NE C NOTU
- 1.
CALCULATED STRESSES FOR THE NOOE '°INTS 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 © - LONGITUDINAL BREAK
- 3.
STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED IV THE FOLLOWING SYMBOLS: + - PIPE WHIP RESTRAINT -I - BUMPER-TYPE RESTRAINT ANCHOR LIMERICK GENERATING STATION UNITS 1AND2 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 ~A, z I IO ,<7)- STEAM LINE D MAIN ES FOR THE NOTES CULATED STRESSN IN THIS FIGURE CAL TS SHOW
- 1.
NODE POIN IN TABLE 3.6-4 ARE LISTED SARE USED G SYMBOL S THE FOLLO~l~REAK LOCATION :
- 2.
TO INDICAT LEND BREAK TERM I NA TE - AK EDIATE BRE ~ INTERM K ~ MFERENTIAL BREA CIRCU © - LONGITUDINAL BREAK AS (;"\\ - THAT ACT \\!:./ AND DEVICES MENT STRUCTURES S TO PIPE MOVERE DESIG-
- 3.
RESTRlci;:g~ PIPE BREA~GASYMBOLS: FOLLOWIY THE FOLLOWI NATED B HIP RESTRAINT ..r. PIPEW T - UMPER-TYPE RESTRAINT -I B A ANCHOR* - ----~:::RA;:T;:;;ING STATION
.. RICK GENE LIME UNITS 1 & 2 SIS REPORT UPDATED FINAL SAFE TY ANALY MAIN E PRIMARY C SO METRIC STEAM PIPING I ONTAINMENT)
(PORTION INSl~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 3.6-4
- 2.
THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS: TERMINAL END BREAK INTERMEDIATE BREAK © - CIRCUMFERENTIAL BREAK © - LONGITUDINAL BREAK
- 3.
STRUCTURES AND DEVICES 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)
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) (UN_IT~ (SHEET 5 OF 8) FIGUREU-8
y l( t
- ~z 0
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 © - 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 GENERATING STATION UNITS 1 ANO Z UPDATED FINAL SAFETY ANALYSIS REPORT ~-~** -~*,***d' (SHEET 6 OF 8) FIGURE 3.6-8
y t('
- 2.
MAIN STEAM LI NE C NOTES
- 1.
CAL CU LA TED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-4
- 2.
- 3.
THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS: TERMINAL END BREAK INTERMEDIATE BREAK © - CIRCUMFERENTIAL BREAK 0 - 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 le: z 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 © - LONGITUDINAL BREAK
- 3.
STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS: if - 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. 1'NE FOLLOWING SYMBOLS ARE USED TO. INDICATE BREAK LOCATIONS:
TERMJNAL END BREAK @l INTERMEDtATE IREAK © - CIRCUMFERENTIAL BREAK © - LONGITUDINAL BREAK
- 2. rrtlUCtURE$ AND DEVICES THAT ACf M lllHTRICTIOHS TO PU>>E MOVEMENT FOLLOWING A PtPE BREAK ARE DUIG-NATEO BY THE FOLLOWING SYMBOLS; t
PIPE WHW AESTAAfNT -1 BUMPER*TYPE RESTRAINT A AN CHO.ft
- 3.
INTERMEDIATE BREAK LOCATIONS. DOWNSTREAM OF THE TERMJNAl.. &NO 411£ LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH SECTIC>fll 3.8.2.1.1.4.
- 4. THE ROUTING OF HlGH-EN£l'GY MAIN STEAM PIPING CONTINUES THROUGH THE TURBINE ENCLOSURE UP TO THE HtGH*PRESSU RE TURltM AS SHOWN ON PIGU RE 3.1-5.
LIMERICK GENERATING STATION UNITS1 AND2 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 NOTH
- 1. THE FOLLOWING SYMBOLS ARE-USED TO tNDICATE BREAK LOCATIOHS:
© © TIAMINAL ENO BREAK INTERMEDIATE 8REA.K CIRCUMFERENTIAL BREAK LONGITUDINAL BREAK
- 2. STf'UCTURES AND DEVICES TMA T ACT AS RESTRICTIONS TO PIPE MOVEMENT FOlLOWING A PIPE BREAK AM OESIG*
NATEO BY THE FOl..LOWtNG SYM80LS: PtPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT ANCHOR
- 3.
INTERMEDIATE BREAK LOCATIOHS DOWNSTREAM OF THE TERMINAL END ARI SELECTED AT LOCATIONS OF POTENTIAL 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 FIGURE 3.8-5.
LIMERICK GENERATING STATION UNITS 1 AND2 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 A 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-PRESSURE TURBINE AS SHOWN ON FIGURE 3.6-5. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING ISOMETRIC (PORTION OUTSIDE PRIMARY CONTAINMENT) (UNIT2) (SHEET 3 OF 4) FIGURE 3.6-9
NOTES
- 1.
THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS: © © TERMINAL END BREAK INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK 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 BUMPER-TYPE RESTRAINT A 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 TURBINE ENCLOSURE,UP TO THE HIGH-PRESSURE TURBINE AS SHOWN ON FIGURE 3.6-5. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM PIPING ISOMETRIC (PORTION OUTSIDE PRIMARY CONTAINMENT) (UNIT2J (SHEET 4 OF 4) FIGURE 3.6-9
u w Ill 20,000 ~16,000
- i.: <
w II: IZI
- r
~
- i 0
II:
- r
~
- po.coo 0 _,
~ z < 0 0 u... 0 w ~ ~ 5,000 0 STEAM*WATER MIXTURE (7.5% QUALITY) l"""'"IP--- LEVEL SWELL INSIDE REACTOR VESSEL REACHES STEAM LINE NOZZLES STEAM ONLY 2 3 4 TIME AFTER BREAK (SECONDS) CREDIT IS TAKEN FOR REDUCTION OF DISCHARGE DUE TO CLOSING VALVES ONLY AFTER 6 SECONDS HAVE ELAPSED 5 ~~~~~~~~~~~~~"""'1 LIMERICK GENERATING STATION UNITS 1AND2 NOTE: This figure Is based on the original power level. UPDATED FINAL SAFETY ANALYSIS REPORT 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. RATE OF COOLANT LOSS FOR' MAIN STEAM LINE BREAK OUTSIDE PRIMARY CONTAINMENT FIGURE 3.1-10 Rev.5, 4/96 Rev. 18 09/16
© 0 A= 382 FT2 C= 0.88 MAIN STEAM TUNNEL VENTING STACK <LOWER REGION> a.293.5 -~ v= 2... 1ao fl 1
- A= 318 FT2 C= 0.93 BOP D 0.5 PSID MAIN STEAM TUt-.tEL VENTING STACK
<MID-REGION>
- a. 332-366 V= 10.600 FTJ A= 325 Fr2 C= 0.71 MAIN STEAM TUNNEL VENTING STACK
<UPPER REGION> a.366-ABO~ v = 241.580 fl A= 536 n2 C= 0.71 0 MAIN STEAM TUNNEL EL. 253 r-------.. V= 33.000 FT3 ~ A= 186 FT2 C= 0.65 BOP c O. 5 PSIO © MAIN CONDENSER AREA EL. 200 V= 800,000 FT3 A= 1,581 FT2 C= 0.75 © STEAM VENTING PLENUM V= *17.0oO Ft3 A= 1,305 FT2 C= 0.66 BOP c 0.5 Psm -t_~ ATMOSP1£RE,...:---------' A= VENT AREA C= FLOW COEFFICIENT V= FREE VOLUME BOP= BLOWOUT PANEL LIMERICK GENERATING STATION UNITS 1AND2 UPDATED ANAL SAFETY ANALYSIS REPORT PRESSURE TEMPERATURE TRANSIENT ANALYSIS MODEL FOR MAIN STEAM LINE BREAK IN MAIN STEAM TUNNEL <UNIT I l <SHEET I OF 2> FIGURE 3.6-1 Rev 08 D/98 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 MAIN STEAM TUNNa VENTING STACK CLOWER REGION>
- a. 293.S TO ~a. 366 V= 28.180 FT"'
A= 313. FT2 C= 0.93 BOP a 0.5 PSm VENTING STACK SECURITY PLENUM a.332 V= 11,054 FT3 A= 243 f12 C= 0.9
- MAIN STEAM TUNNa VENTING STACK r:\\ <UPPER REGION>
\\.:;_/ EL. 366-ABO~ V= 27,473 Fl A= 449 F12 C= 0.71 0 MAIN STEAM TUNNEL
- a. 253 TO EL. 293 i------
V= 31,312 FT3 A= 310 FT2 C= 0.9 MAIN STEAM TUNNEL r;"\\ SECURITT PLENUM Y:J EL. 253 V= 1,690 FT3 A= 186 FT2 C= 0.65 BOP a o.s Psm. © MAIN CONDENSER AREA EL. 200 V= 800,000 FT3 I* A= 1,581 FT2 C= 0.75 /;\\.STEAM VENTING PLENUM \\.:_/V= 47,000 FT A= 1,305 n2 C= 0.66 BOP a 0.5 Psm '---------11.-' ATMOSPHERE ~~-------....1 A=-VENT AREA C= FLOW COEFFICIENT V= FREE VOLUME BOP= BLOWOUT PANE. UMStQ.DGlll LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PRESSURE TEMPERATURE TRANSIENT ANALYSIS MODEL FOR MAIN STEAM LINE BREAK IN MAIN STEAM TUNNEL <UNIT 2> <SHEET 2 OF 2> FIGURE 3.6-1 Rev 08 R/98 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 BOP= BLOWOUT PANEL LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PRE~RE-TEMPERATURE TRANSIENT ANALYSIS MODEL POR MAIN STEAM LINE BREAK IN TURltlN£ ENCLOIURI FIGURE 3.1-12 Rev. 18 09/16 6 1710 0.84 46,200 1325 0.675 7
- 0.. '... ~.
4
- *(). 0..
- 0.
- *o
- c>.. ~ ~ !
.. *
- 0 I
I UNIT 1 S'(M. $YM A~T (EXCEPT AS NOTED -.....------<SEE NOTE 2 2-t.-J"lrr.- w1,irlo1 ~ I I I -... -.~- ~--.-, 'Jt ~. '>"... I ) J . *~* 0. u
- I I
I I I I I
++-~' I I
WJ~ .*.*. *;J. I 1----~~.~-J I El.2'1!2" l ~-~0.** ?~~-~o .. ~~'.f==~~9.J.L[f=!::d~r~~~~~~~t:FJ~db=:~~~~=;r~w.~'J~~~J7."°;i=~=k=::~-=r=M==k:JJJ PIPE.5 SEE SECT. 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-836. TYP.- SEf NOTf3 I I LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FEEDWATER PIPING RESTRAINTS INSIDE MAIN STEAM TUNNEL FIGURE 1.1-13
+ + I / / -- / -......... ' ' \\ ¥UNIT '2 $1MILA.R l)IJ1 OPPOSITE. HA.I-JD LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT (lJNIT 1)
- FEEOWATER PIPING RESTRAINTS IN TUR'"NE ENCLOQJRt SHEET1WJ FIGURE 3... 14 Rev. ;6;12/96
REINFORCING FOR UPPER CORBEL I .. o* IS THE SAME AS FOR LOWER CORBEL 0
- 0.*
0
- SECTION A o " *.o; o*
- . 0 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-754. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FEEDWATER PIPING RESTRAINTS IN TURBINE ENCLOSURE (SHEET 2 OF 3) FIGURE 3.6-14
~~. . 0.
- o.
!~ G
- ()'. :.o.:
- J>, t>. t>
.D' 0.* . *, O* 0
- o.
p D * '* *,
- D *
- . /l '*."
- l)
. ~. b o* c *Q ' f)' 0 ' 0 u* 0 ** ' o: <.\\::>., D. G I -1' -t> . 'o (7 !;) b a I c: 17
- ~ -~--~-
0 i~ "r.'n. 't> SECTION B RESTRAINT FOR 34" FEEDWATER HEADER NOTE: l 34" FEEDWATER ~--~~~-11H1--~-+1-~~ 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FEEDWATER PIPING RESTRAINTS IN TURBINE ENCLOSURE (SHEET 3 OF 3) FIGURE 3.6-14
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 @l INTERMEDIATE BREAK © CIRCUMFERENTIAL BREAK (9 - LONGITUDINAL BREAK
- 3.
STRUCTURES ANO DEVICES THAT ACT A.S RESTRICTIONS TO PlflE MOVEMENT FOLLOWING A PIPE PJREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS: t PIPE WHIP RESTRAINT A
- 4. ~
BUMPER-TYPE RESTRAINT ANCHOR PIPING UPSTREAM OF VALVE 10t7 JS MODERATE-ENERGY.
- 6.
FEEOWATER LOOP A JS SHOWN. THE l~EAK LOCATIONS INDICATED ARE TYPICAL FOR LOOP 8, WHICH IS AfltAANGED SYMMETRICALLY (EXCEPT THAT LOOP 8 DOES NOT HAVE A CONNECTION TO 4" DBA-112). LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FEEDWATER PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) (UNIT 1 ONLY) (SHEET 1 OF 2) FIGURE 3.6-15
fM (PR 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 lrOCATIONS INDICATED ARE TYPICAL FOR LOOP B, WHICH IS ARRANGED SYMMETRICALLY (EXCEPT THAT LOOP B DOES NOT HAVE A CONNECTION TO 4" DBA-112). PR'5 11\\J PARENTH E51S Al<E. MeAt-JT FOi< l"l!!DVllATE~ 1.00P e. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FEEDWATER Pf PING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) (UNIT2) (IHEE"f 2 OF 2) FIGURE 3.6-15
~ ~ NOTES
- 1.
THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS: TERMINAL ENO BREAK @l - INTERMED1ATE BREAK © CIRCUMFERENTIAL ltREAK © - LONGITUDtNAL BREAK
- 2.
STRUCTURES ANO DEVICES THAT ACT AS' RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG* NA TEO av 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 3.8.2.1.1.4. LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FEEDWATER PIPING ISOMETRIC (PORTION OUTSIDE PRIMARY CONTAINMENT) (UNIT 1 ONLY) (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 GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FEEOWATER PIPING ISOMETRtC (PORTION OUTSIDE PRIMARY CQNTAINMENl) (UNIT2), (SHEET 2 OF 2) FIGURE 3.6-16
NOTES
- 1.
CALCULATED STRESSES FOR THE NOOE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.8*10.
- 2. lffE FOLLOWING SYMBOLS ARE USED T~ tNOICATE BREAK LOCATIONS:
@) © TERMINAL EN'O BREAK INTERMEDIATE BREAK CIRCUMFERENTIAL BftEAK © LONGITIJC:HNAL l,l!IEAK
- 3. STftUCTUffiS ANO'DEVICES bfA f ACT AS.
Hfl'ftlCTIONS TO PIPE MOVE,MENT F04.L(MING A PIPE BREAK Aff& GEllG*. NAT&b BY THE FOLLOWING SVMIOLS: t PIPE WHIP RESTRAINT -I BUMPER-TYPE REST AAINT 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
SPR-l 4N NOTES: l~ULATEO STRESSES FOR THE NOOE
- POINTS SHOWN IN THIS FIGURE ARE LISTED JN TABLE 3.6-10
- 2. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
~ - TERMINAL ENO BREAK ~ - INTERMEDIATE BREAK CS) _ CIRCUMFERENTIAL BREAK ~ - LONGITUDINAL BREAK 3 STRUCTURES ANO DEVICES THAT ACT AS RESTRICTIONS
- TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIGNATED BY THE FOLLOWING SYMBOLS:
-:r- -PIPE WHJP RESTRAINT ~ - BUMPER-TYPE RESTRAINT A - ANCHOR ~ - COMPENSATING STRUT LIMERICK GENERATING STATION UNITS 1 AND _2_ __ _ .UPDATED FlNAL-SAFETY ANALYSIS REPORT RWCU PUMP SUCTION PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) (ll-41T~ (SHEET 2 OF 2) FIGURE 3.8-17 Rev. 11 9/02 '
NOTH
- 1. THI FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
TERMINAL ENO BREAK @l - INTERMEDIATE BREAK © - CIRCUMFERENTIAL BREAK © - LONGITUDINAL BREAK
- 2. STRUCTURES ANO DEVICES THAT ACT AS MITRICTIONS TO Pll11E MOVEMENT FOLL.OWING A PIPE BREAK ARE DESIG*
NATIO IV THE FOLLOWING SYMBOLS: t PIPE WHIP RESTRAINT -f - BUMPER-TYPE RESTRAINT A ANCHOR
- 3. Iii> _ PJPING UPSTREAM OF VALVE HV*1F013 r
IS MODERATE-ENERGY.
- 4.
INTPMIOIATE BREAK LOCATIONS JN THI Kl4H-ENERGY Pf PING SHOWN ARE SILICTED AT LOCATIONS OF POTENTIAL HfGH STRESS IN ACCORDANCE WITH SE<:T'l()ft 3.8.2.1.1.4, LIMERICK GENERATING STATION UNITS 1 AND2 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
NOTH 1, THE FOLLOWING SYMIOLS ARE USEO TO tNOICATE BREAK LOCATIONS: TERMfNAL ENO BREAK INTERMEDIATE BREAK CIACOMFER&NTIAL BREAK © LONGITUDINAL PEAK
- 2.
IT"VCTURES ANO DEVICES THAT ACT Al MSTRtCTIONS TO PIPE MOVEMENT A>l.LOWING A PIPE BREAK ARE OESKi* NA'ft<> BY THE FOLLOWING SYMBOLS: f.... *
- 3. ~
PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT ANCHOR PIPING IN80ARO Of VALVE t019 IS MODERATE-ENERGY.
- 4.
WTIAMEDIAT£ BREAK LOCATIONS IN THE HtGH*ENERGY Pf"NG SHOWN ARE SELECTED AT LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH ~(:'T'l()t4 3~8.2.1.1.4. LIMERICK GENERATING STATION UNITS 1 AND2 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
4',3' ,/* 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 ---f -BUMPER-TYPE RESTRAINT ANCHOR ~ - COMPENSATING STRUT
- 3. fM'> - PIPING UPSTREAM OF VALVE
[" HV-2FOJ3 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_~ _2_ ~ _ UPDATED FINAL SAFETY ANALYSIS REPORT RWCU RETURN PIPING ISOMETRIC (PORTION INSIDE MAIN STEAM TUNNEL) (UNIT2) (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 © 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 VALVEt016 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 3.6.2.1.1.4. UlllRICK GlllllRATING 8'IJmON UNITS 1 ANDI --~*- -**-----*="---=-=-==---- UPDATED FINAL SAFETY ANALYSIS REPORT RWCU RETURN PIPtNQ l80METAIC (PORTION INSIDE MAIN STEAM TlH6.)' -*-~~ (SHEET 4 OF 4} -~ FIGURE 3.6-18
A= 20 FT2 NON-REGENERATIVE © HX ROOM *A* C= 0.653 EL. 283 V= 5,000 FT 3 © STEAM VENTING PLENUM EL.293 r3 NON-REGENERATIVE A= 15 FT2 V= 460 F 0 HX ROOM *9* C= 0.65 EL. 283 h V= 5,000 FT 3 A= 18 FT2 C= 0.66 © REGENERATIVE HX ROOM EL. 283 V= 5,500 FT3 A= 13 FT2 h RWCU PUMP ROOM *A* C= 0.64 A= 38.4 Fr2 EL. 283 C= 0.66 V= 1,500 FT3 A= 13 FT2 RWCU PUMP ROOM *a* C= 0.64 @ RWCU PENETRATION ROOM EL. 283 EL. 283 V= 1,500 FT3 V= I '1,500 FT3 A= 13 Fr2 RWCU PUMP ROOM *c* EL. 283 C= 0.64 V= 1,500 FT3 A= 54 FT2 C= 0.71 @STEAM VENTING TUNNEL A= 25 Fl2 @ STEAM VENTING TUNNEL <WEST> C= 0.81 CEAST> EL.307 EL.307 V= 700 FT3 V= 1.200 FT3 A= 37 FT2 C= 0.97 BOP c 0.5 PSID RWCU STEAM VENTING A= 260 FT2 @ STACK C= 1.0 V= 14,800 FT3 r LIMS7.DGN -e UMERICK GENERATING STATION lNTS 1 AN> 2 A= VENT AREA UPDATED FINAL SAFETY ANALYSIS REPORT C= FLOW COEFFICIENT PRESSIJRE*T&PER4TIR: TAANSJENT V= FREE VOLUME ANAL YSJS.a>EL. FUR RWal LINE 1REA1tS BOP= BLOWOUT PANEL IN RWaJ EQUIPMENT COIPARTMENTS UGT U CSIEET t DF 2 > FIGURE 3.6-19 Rev. 3 Nov./93
A= VENT AREA C= FLOW COEFFICIENT V= FREE VOLUME BOP= BLOWOUT PANEL ATMOSPHERE LIMS8.DGN LDERICK GENERATING ST ATJON lKTS 1 Afl) 2 tPDATED FINAL SAFETY ANALYSIS REPORT PRESSURE-TEMPERATIIE 1RANSJEHT ANAL YSJS MODEL FDR RICU LINE 11REA1CS DI RWaJ EQUJPMENT COIPAlmlENTS IUGT !> lStEET 2 OF 2 > FIGURE 3.6-19 Rev. 3 Nov./93
o." DOA-101 ~ ( en.,, <aul"IS I ~.6*11) ~ NOTH
- 1.
C~LCULATED STRESSES FOR THE NOOE llOfflftSHOWN IN THIS FIGURE ARE L.llTIO IN TABLE 3.8-12.
- 2. THI f!IOLLOWING SYMBOLS ARE USED lO ttfOICATE BREAK LOCATIONS:
@l © © TERMINAL END BREAK INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK LONGITUDINAL BREAK
- 3. ITtWQJ'URES ANO DEVICES THAT ICT 1"' Mlt'R1CTIONS TO PIPE MOVEMENT FOL.&,.CliWING A PIPE BREAK ARE DESIG*
ftATIO aY THE FOLLOWtNG SYMBOLS: f PIPE WHIP RESTRAINT -I
- 4.' f'>
BUMPER-TYPE RESTRAINT ANCHOR Pl-P1NG DOWNSTREAM OF VALVE 1 F029_1S MODE~ATE-ENERGY. LIMERICK GENERATING STATtON utflTL1 ANO 2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR VESSEL DRAIN PIPING ISOMETRIC (UNIT 1 ONLY) * (SHEET 1 OF 4) FIGURE 3.6-20
I ~.P.EL. 24' *2 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 ENO BREAK INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK LONGITUDINAL BREAK
- 3. &TlllUCTIJRES AND DEVICES THAT ACT A$ ffilTAICT10NS TO PIPE MOVEME!NT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
f.... A' PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT AN CK OR LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR VESSEL DRAIN PIPING ISOMETRIC (UNIT 1 ONLY) (SHEET 2 OF 4) FIGURE 3.6-20
A4'*0 ~1-*z ,i.P* ~30 _ 2F032 -;:J**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 FOLLOW I NG SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS: TERMINAL END BREAK INTERMEDIATE BREAK © Cl RCUM FERENTIAL BREAK © LONGITUDINAL BREAK STRUCTURES AND DEVICES THAT ACT fJ.S RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS: f -I A r> PIPE WHIP RESTRAINT BUMPE A-TYPE RESTRAINT ANCHOR PIPING DOWNSTREAM OF VALVE 2.F029 IS MODERATE-ENERGY. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR VESSEL DRAIN PIPING ISOMETRIC (UNIT2) (SHEET 3 OF 4) FIGURE 3.6-20 Rev. 14, 09/08
I II loJ.P.EL.fs&- 10 r '49". llj.P.EJ.. ~~. lb 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR VESSEL DRAIN PIPING ISOMETRIC (UNIT2) (SHEET 4 OF 4) FIGURE 3.6-20
NOTES
- 1.
CALCULATED STRESSES FOR THE NOOE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.8-13.
- 2.
THE FOLLOWING SYMBOLS ARE l>SEO TO INDICATE BREAK LOCATIONS: TE TERMINAL ENO BREAK IB INTERMEDIATE BREAK c CIRCUMFERENTIAL BREAK L LONGITUDINAL BREAK
- 3.
STRUCTURES AND DEVICES THAT ACT Al JtESTRICTIONS TO PIPE MOVEMENT FOU.OWING A PIPE BREAK ARE DESIG* NATID BY THE FOLLOWING SYMBOLS: f - PIPE WHIP RESTRAINT -f BUMPER-TYPE RESTRAINT A ANCHOR COMPENSATING STRUT LIMERICK GENERATING STATION UNITS 1 AND2 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
~-/ I / -, /I ' / / __,, '1, / ~ (J // ' ~~I~ / I 4~ 1 I r1pJ~ f~.Y C TE NOTES
- 1.
CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-13.
- 2.
THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS: © © TERMINAL END BREAK INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT HPCI STEAM SUPPLY PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENl) (UNIT2) (SHEET 2 OF 2) FIGURE 3.6-21
y .A. NOTES:
- 1. CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE J.8*14.
- 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 RESTftlCTIONS 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-1F062A AND HV-1F052B IS MODERATE*
ENERGY.
- 5. INTERMEDIATE BREAK LOCATIONS DOWN*
STREAM OF NOOE POINT 86 ARE SELECTED AT LOCATIONS OF POTENTIAL HIGH STRESS IN ACCORDANCE WITH SECTION 3.6.2.1.1.-4. ta. FLOW TO "RHR ISOLA.TE..D "BY BLA..NK. PL,A.,. IS. LIMERICK GENERATINO STATION UNITS 1 AllO 2 UPDATED FINAL SAFETY ANALYSIS REPORT HPCI STEAM SUPPLY Pl~NG ISOMETRIC (PORTION OlJTSIDE PRIMARY CONT AJNMENT) {UNIT 1 ONLY) (SHEET 1 OF 2) FIGURE 3.6-22 Rev. 6, 12/96
.:i: -9* *.... 'o. _.Q
- o.
NOTES: i":CALCULATEO STRESSES FOR iH: IC:-:: POINTS SHOWN JN THIS FIGl.RE ~'=£ LISTED IN TABLE 3.6-J~.
- 2. THE FOLLOWING SYMBOLS
~'l! USl: -~ INDJCATE BREAK LOCATIONS: ~ - TERMINAL ENO BRE..U ~ - INTERMEDIATE BRE.V. 0 -CIRCUMFERENTIAL !flEAX 0 : LONGITUDINAL BREA.~
- 3. STRUCTURES AND OEVJC[S THAT 1:*.lS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A c:~ BREAK ARE DESIGNATED BY THE FOLLOWING S~S:
- PIPE WHIP RESTRAlh-
- BUMPER-TYPE ~STRAI\\-
- ANCHOR ~ - COMPENSATING STl!lJT ~. fil:> - PIPING OO'INSTREA~ OF Tr: VALVES r HV-2F052A AND HV*2f052E :s IOlERATE*E~RGY.
- 5. B'RA.NCH 'Pl?E-IS A.N It--!TE.G,RAL A.TTACHMEt-JT TO 12 EBB-208 FOR. STRUCTURAL COtJPL11'.J~
A."-10 DOE:..S I-JOT CA..Rl<Y A.NY FLOW. LIMERICK GEMEMflNQ STATION UNITS 1 AMO 2 UPDATED FINAL SAFETY ANALYSIS REPORT HPCI STEAM SUPPLY PtPNl isa.tETRJC (PORTION OUTSIDE PRMARY'CONTAINMENT) ~1T2) (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 HPCI PIPING AREA EL. 201 V= 3,370 FT3 A= 137 FT2 C= 0.69 BOP G O. I PSID ISOLATION VALVE COMPARTMENT EL. 217 V= 83,800 Fi3 A= 150 f'i2 C= 0.76 STEAM VENTING @ TUNNEL EL. 241 V= 4,425 Fr3 A= 145 FT2 C= 0.67 BOP a 0.5 PSID ~ ATMOSPHERE ~ L TU<:: I ""N LIMERICK GENERATING ST A TJON lNTS 1 Atl> 2 A= VENT AREA LPDATED FINAL SAFETY ANALYSIS REPORT C= FLOW COEFFICIENT PRESSUIE-TDIPERATLIE TIWISIDtl' V= FREE VOLUME ANAL YSJS aaJEL FDR lflCI STEAM stJlllL. Y BOP= BLOWOUT PANEL Ut£ llREAl DI tPCJ COMPARlMENT 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
HPCI PUMP ROOM EL. 177 V= 26,000 Fr3 j I A= 121 FT2 C= 0.71 HPCI PIPING AREA EL. 201 V= 3,370 FT3 A= 137 FT2 C= 0.69 BOP a 0.1 PSID ISOLATION VAL VE @ COMPARTMENT EL. 217 V= 83,800 Fi3 A= 150 F,.Z C= 0.76 STEAM VENTING TUNNEL EL. 241 V= 4,195 FT3 A= 176 Fr2 C= 0.90 SECURITY PLENUM EL. 241 V= 1,320 FT3 A= 137 FT2 I TM*"*...,... C= 0.89 LIMERICK GENERATING STATION , BOP a 0.5 PSID lNTS 1 Ml) 2 A= VENT AREA LPDATED FINAL SAFETY ANALYSIS REPORT C= FLOW COEFFICIENT e PRESSURE*TEll'ERATIRE TRANSJDIT V= FREE VOLUME ANAL YSJS lilJDEL FOR tPCt STUM 5U'Pl Y BOP= BLOWOUT PANEL Ut£ llREAlt JN IPCJ COMPARnENT UGT 2) CStEET 2 DF 2 l 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
ISOLATION VAL VE COMPARTMENT EL. 217 V= 83,800 Fi3 A= 150 Fr2 C= 0.76 STEAM VENTING TUNNEL EL. 241 V= 4,425 Ft3 A= 145 FT2 C= 0.67 1 I BOP Cl 0.5 PSID ATMOSPHERE LIMS3.0GN UMERICK GENERATING STATION llaTS 1 Atl) 2 A= VENT AREA LPDATED FINAL SAFETY ANALYSIS REPORT C= FLOW COEFFICIENT PRESSll£*TBoflERATURE TRANSJENT V= FREE VOLUME ANALYSIS llJOEL FDR IPCI STEAM SlJIPL Y BOP= BLOWOUT PANEL Lit£ MEAIC DI JSO.A11DN VAL.YE CCIPARTMEHT CUNrT u CSIEET t 11F 2 > FIGURE 3.6-2* Rev. 3 Nov./93 81,100 157 4,480 137 Rev. 18 Sept./16
ISOLATION VAL VE COMPARTMENT EL. 217 V= 83,800 FT3 A= 150 Fr2 C= 0.76 STEAM VENTING TUNNEL EL. 241 V= 4,195 FT3 A= 176 Fr2 C= 0.90 SECURITY PLENUM EL. 241 V= 1,320 FT3 A= 137 Fr2 C= 0.89 BOP II 0.5 PSID I - ATMOSPHERE LIMS<l.OGN LDEUCK GENERA TING ST ATJON OOTS 1 All> 2 A= VENT AREA lA>ATED F1NAL SAFETY ANALYSIS REPORT C= FLOW COEFFICIENT PRESSIJ£-TDHRATUE TIWISIENT V= FREE VOLUME ANAL YSJS MODEL FDR 1PC1 S1UM S&JIPL Y BOP= BLOWOUT PANEL UNE IREAlt IN ISDl..ATJDN VALVE a:M'MnlENT aNT Zl CSHEET Z IF Z ) FIGURE 3.6-241 Rev. 3 Nov./93 81,100 157 3,150 0.69 Rev. 18 Sept./16
n-+-.\\ I el. 283'-.3 11/6 \\ * \\_--MAIN STE'AM LINE & ~\\j W.P.EL. 273'-6~8" NOTH
- 1.
CALCULATED STRESSES FOR THE NOOE 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 Cl RCUMFERENTIAL BREAK LONGITUDINAL BREAK
- 3.
STRUCTURES ANO DEVICES THAT ACT 14 RESTRICTIONS TO PIPE MOVEMENT FOL.LOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS: f PIPE WHIP RESTRAINT -f BUMPER-TYPE RESTRAINT A ANCHOR ---D-{ - COMPENSATING STRUT LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RCIC STEAM SUPPLY PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT} (UNIT 1 ONLY) (SHEET 1 OF 2) FIGURE 3.6-25
- w. P. EL. 273 '- 6 °Jll" 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: @l © © 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 -I BUMPER-TYPE RESTRAINT A ANCHOR ~ COMPENSATING STRUT LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RCIC STEAM SUPPLY PIPING ISOMETRIC (PORTION INSIDE PRIMARY CONTAINMENT) (UNIT2) (SHEET 2 OF 2) FIGURE 3.6-25
ttl.. . f,t°l- /* .. I © '.() 'lj, 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 ENO BREAK @-INTERMEDIATE BREAK ©-CIRCUMFERENTIAL BREAK © - 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. (i3>- PIPING DOWNSTREAM OF VALVE r
HV-1 F045 IS MODERATE-ENERGY LIMERICK GENERATING STATION UNITS 1 AND2
~---------
UPDATED FINAL SAFETY ANALYSIS REPORT RCIC STEAM SUPPLY PIPING ISOMETRIC (PORTION OUTSIDE PRIMARY CONTAINMENT) (UNIT 1 ONLY) (SHEET 1 OF 2) FIGURE 3.6-26
- 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:
-:r- -PIPE WHIP RESTRAINT ---1 -BUMPER-TYPE RESTRAINT ~ - ANCHOR ~ - COMPENSATING STRUT
- 4. fM:> - PIPING DOWNSTREAM OF THE VALVE r
M0-2F045 IS MODERATE ENERGY. LIMERICK GENERATING STATION UNITI 1 AND 2. UPDATED FINAL SAFETY ANALYSIS REPORT RCIC STEAM SUPPLY PIPING ISOMETRIC (PORTION OUTSIDE PRIMARY CONTAINMENT) (UNIT2) (.. EET2 OF!) 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 , BOP o 0.1 PSID ISOLATION VALVE COMPARTMENT EL. 217 V= 83,800 FT3 A= 150 FT2 C= 0.76 STEAM VENTING TUNNEL EL. 241 V= 4,425 Fr3 A= 145 Fr2 C= 0.67 BOP a 0.5 PSID -e LIMSS.DGN UMERlCK GENERATING STATION lllITS t AN> 2 A= VENT AREA IJIDATED FJNAL SAFETY ANALYSIS RE.PORT C= FLOW COEFFICIENT PRESSURE-TDPERAlUFIE '11WtSJENT V= FREE VOLUME ANALYSIS MDllEL FOR RCIC S1EAM SlJIPLY BOP= BLOWOUT PANEL LD£ IREAX IN RCIC PUMP CCIPARl'MENT !UNIT u CSfEET t 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. 171 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 m 0.1 PSID ISOLATION VAL VE @ COMPARTMENT EL. 217 V= 83,800 FT3 A= ISO f'r2 C= 0.76 STEAM VENTING @ TUNNEL EL. 241 V= 4,425 Fr3 A= 176 fr2 C= 0.90 SECURITY PLENUM EL. 241 V= 1,320 FT3 A= 137 FT2 C= 0.89 , BOP a 0.5 PSID UM!:C:._nr.N LIMERICK GENERATING STATION ATMOSPHERE llGTS 1 Atl) 2 A= VENT AREA U'DATED FINAL SAFETY ANALYSIS REPORT C= FLOW COEFFICIENT PRESSURFM'EMPERA1UlllE TRANSIEN1' V= FREE VOLUME ANALYSIS mDEL FDR RCIC S10U Slff'L Y BOP= BLOWOUT PANEL I.DE: lllEAI JN ICIC PUIP CDMPAR'llBIT IUNIT 2> ISHEET 2 l:F 2 J FIGURE 3.6*27 ~v. 3 Nov.1'93 11,700 35 1,300 81,100 157 3,150 0.69 Rev. 18 Sept./16
M>TH
- 1. CALCULATED STRESSES FOR THE NODE
'°INTI SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.6-17.
- 2.
THE FOLLOWING SYMBOLS ARE USED TO tNOICATE BREAK LOCATIONS: © © - TERMINAL END BREAK INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK LONGITUDINAL BREAK
- 3. STMJCTURES AND DEVICES THAT ACT Al fllUTfUCTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG*
NA TEO IV THE FOLLOWING SYMBOLS: f -t * '* ~ PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT ANCHOR PIPING OUTIOARD OF TM& Cl.OIED VALVI tlMOOEfllA"fE-ENIRGY. LIMERICK GENERATING STATION UNITS 1 AN02 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM DRAINAGE PIPING i90ilE I llC (PORTION INSIDE PRIMARY CONTAINIENT) (UNIT 1 ONLY) (9fiEET 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
- 4 !'>
PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT ANCHOR PIPING OUTBOARD OF THE CLOSED VALVE IS MODERATE-ENER*GY. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT MAIN STEAM DRAINAGE PIPING ISOMETRIC {PORTION INSIDE PRIMARY CONTAINMENT) (UNIT2) (SHEET 2 OF 2) FIGURE 3.6-28
INTENTIONALLY LEFT BLANK LIMERICK GENERATING STATION UNITS 1AND2 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.EL.32'2'-o}'s" I I I 'l' DBA-100 /:J F'IG.?>.6-8 I I J, 1\\__ MAIN STEAM UNF: C NOTH
- 1.
CAt.CULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED IN TABLE 3.8-19.
- 2.
THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
- 3.
©- ©- ~- TERMINAL END BREAK INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK LONGITUDINAL BREAK
- PIPING DOWNSTREAM OF VALVE HV-1 F001 IS MODERATE-ENERGY.
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RPV HEAD VENT PIPING ISOMETRIC (UNIT 1 ONLY) (SHEET 2 OF 4) FIGURE 3.6-30
~ q1-1* / <tl' ~\\'!. \\, o* 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 © - LONGITUDINAL BREAK LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RPV HEAD VENT PIPING ISOMETRIC (UNIT2) (SHEET 3 OF 4) FIGURE 3.6-30
I I I 'Z'DBA-zoe /:J
- 6. '*'-*
I I J, 1\\.__ MAIN STEAM UN£ C ~ " ... 15'-4'/r*" w.P.a* 7' 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.
©- ~- TERMINAL END BREAK INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK LONGITUDINAL BREAK PIPING DOWNSTREAM OF VALVE HV*tF001 IS MODERATE*ENERGY. LIMERICK GENERATING STATION UNIT81 AN02 UPDATED FINAL SAFETY ANALYSIS REPORT RPV HEAD VENT PIPING ISOMETRIC (UNIT2) (SHEET 4 OF 4) FIGURE 3.8-30
y ~~ z x ~l.30 I 8 11 '1
- 0)
(0 NOTH
- 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 ©- CIRCUMFERENTIAL BREAK ©- LONGITUDINAL BREAK STRUCTURES ANO DEVICES THAT ACT AS RESTfUCTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATEO BY THE FOLLOWING SYMBOLS: +- -e-. - ~- PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT ANCHOR PIPING DOWNSTREAM OF VALVE 1027 IS MODERATE-ENERGY. LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT STANDBY LIQUID 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 © - 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. LIMERICK GENERATING SW"ION UNITS 1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT STANDBY LIQUID CONTROL INJECTION PIPING ISOMETRIC (UNrT2) (IHEET 2 OF 2} FIGUFE3.N1
SHUTDOWIJ COOLlfJG SUCTIOt.J Lil-IE NOTIS
- 1.
CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE ARE LISTED JN TABLE 3.8*21.
- 2.
THE FOLLOWING SYMBOLS ARE USED TO JNOtCATE.BREAK LOCATIONS: TERMINAL END BREAK @l INTERMEDIATE BREAK © Cl RCUM FE RENT I AL BREAK © LONGITUDINAL BREAK
- 3. STftUCTURES AND DEVICES THAT ACT Al RllT.-ICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG*
HATED IV THE FOLLOWING SYMBOLS: f -I A
- 4. fY PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT ANCHOR PIPING DOWNSTREAM OF VALVE HV-1f009 IS MODERATE-ENERGY.
LIMERICK GENERATING STATION UNfTS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RHR SHUTDOWN COOLING PIPING ISOMETRIC (UNIT 1 ONLY) (SHEET 1 OF 6) FIGURE 3.6-32
y l<: (
- I SHUTDOWl.J COOLlf.JG 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: © © TSRMINAL END BREAK INTERMEDIATE BREAK CIRCUMFERENTIAL BREAK LONGITUDINAL BREAK
- 3.
STRUCTURES AND DEVICES THAT ACT ~ RESTRICTIONS TO PIPE MOVEMENT FOU.OWING A PIPE BREAK ARE DESIG* MATEO av THE FOLLOWfNG SYMBOLS: f - PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT ANCHOR
- 4. ~
PIPING UPSTREAM OF VALVE HV_-1 F060A IS MODERATE-ENERGY. LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RHR SHUTDOWN COOLING PIPING ISOMETRIC (UNIT 1 ONLY) (SHEET 2 OF 6) FIGURE 3.6-32
l'l 11 DCA* SHUTDOWf..I COOLlf..IG F\\ETLIPllJ Lil-IE B NOTES
- 1.
CALCULATED STRESSES FOR THE NODE POINTS SHOWN IN THIS FIGURE AAE LJSTID IN TABLE 3.8-21.
- 2.
TI4i FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS: TERMINAL END BREAK @l INTERMEDIATE BREAK © CIRCUMFERENTIAL BREAK © LONGITUDINAL BREAK
- 3.
STIUJCTURES AND DEVICES THAT ACT Al JltESTRICTIONS TO PIPE MOVEMENT H>LLOWING A PIPE BREAK ARE DESIG-NATED IY THE FOLLOWING SYMBOLS: f -f - A -
- 4. ~
PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT ANCHOR PIPING UPSTREAM OF VALVE HV-1 F0508 IS MODERATE-ENERGY. LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RHR SHUTDOWN COOLING PIPING ISOMETRIC (UNIT 1 ONLY) (SHEET 3 OF 6) FIGURE 3.6-32
SHUT00Wij COOL.I~ SUCTIO~ Ll~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_ Cl 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 -f BUMPER-TYPE RESTRAINT A ANCHOR ~ PIPING DOWNSTREAM OF VALVE r Mo-2.F009 IS MODERATE-ENERGY. LIMERICK CllNIRA1'NI STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RHR SHUTDOWN COOLING Pf PING tSOMETRIC (UNIT2) (SHEET 4 OF 6) FIGURE 3.1-32
l'Z. "rx;A-'20 ~3*~~t'?" ARC LEt.JGT H SHUTDOW~ COOLUJG RETUP..i.J Ll~E A 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 © - 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 - -t - A
- 4. ~
PIPE WHIP RESTRAINT BUMPER-TYPE RESTRAINT ANCHOR PIPING UPSTREAM OF VALVE HV-2F050A IS MODERATE-ENERGY. LIMERICK GENERATING STATION UNITS 1 A_ND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RHR SHUTDOWN COOLING PIPING ISOMETRIC (UNIT2) (SHEET 5 OF 6} FIGURE 3.6-32
1'7. 11 DCA-204 SHUTDOW~ COOL114G ~ETU~i.J Ll~E B 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 © Cl 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.FOSOB IS MODERATE*ENERGY. LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RHR SHUTDOWN COOLING PIPING ISOMETRIC (UNIT2) (SHEET 6 OF 6) FIGURE 3.6-32
NOTU
- 1.
CALCULATED STRESSES FOR THE NOOE l'OlfiCTS SHOWN IN THIS FIGURE ARE USTIO IN TABLE 3.8*22.
- 2. THE FOLLOWING SYMBOLS ARE USED TO IMOtCATE BREAK LOCATIONS:
TERMINAL ENO BREAK @) INTERMEDIATE BREAK © CIRCUMFERENTIAL BREAK © LONGITUDINAL BREAK
- 3.
ITlllUCTUAES AND DEVICES THAT ACT M AHTRICTIONS TO PIPE MOVEMENT FOU.OWING A PIPE BREAK ARE DESIG-NATIO BY THE FOLLOWING SYMBOLS: f....
- 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 LPCI INJECTION PIPING ISOMETRIC (UNIT 1 ONLY) (SHEET 1 OF 2) FIGURE 3.6-33
TABLE.-1 ** PR LOCl1T10J IN I COIO'i.SPONPllol'=! PRS LOOP-D L..ooP-A _1..ooP-e SPR.-28 SPR-31 sPR-30 -~-- 1'-4 B-t; B-1 B-3 B-" B-2. ~-toA l)-11 B-9A i=o~ b_C)~P-C. SPR-1...9 &-e B-7 8*1Z. .. i~ ,~ 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 © 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 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. LIMERICK GENERATINQ STATION UNITil 1 AHO I UPDATED FINAL SAFETY ANALYSIS REPORT LPCI "1JECT10N PJPNl ISOMETRIC (UNIT2) (SHEET 2 OF 2) FIGUFEU..
NOTll
- 1.
CALCULATED STRESSES FOR THE NOOE POINTS SHOWN IN THIS FIGURE ARE umo IN TABLE 3.6-23.
- 2.
THE FOLLOWING SYMBOLS ARE USED 'TO INOICATE BREAK LOCATIONS: TERMINAL END BREAK INTERMEDIATE BREAK © CIRCUMFERENTIAL BREAK © LONGITUDINAL BREAK
- 3.
ST"UCTVRES AND DEVICES THAT ACT Al n$TRICTIONS TO Pllte MOVEMENT FOLLOwlNG A PIPE BREAK ARE DESIG* HATED BY THE FOLLOW1NG SYMBOLS:
- 4.
f PIPE ~HIP RESTRAINT -I - BUMPER-TYPE RESTRAINT ANCHOR ~ PIPING UPSTREAM OF THE CHECK VALVE IS MODERATE-ENERGY.
- 5. CORI IPRAY LOOP A IS SHOWN.
THE PEAK LOCATIONS INDICATED AftE TYPICAL FOR LOOP B, WHICH IS ARRANGED SYMMETRICALLY. LIMERICK GENERATING STAJION UNITS 1 AND2 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 FOLLOWtNG 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 IN PARt..Nl'Hl')\\S ARE. FOR LOOP B. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CORE SPRAY INJECTION PIPING ISOMETRIC (UNIT2) (9HEET 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 1000 900 800 700 .e-w 600 u a: 0 LL w 500 u z < I-ti) Vi 400 w a: 300 200 100 TYPICAL FORCE DEFLECTION CURVE FOR A 6-BAR, 24-in. PIPE RESTRAINT LOADED AT 00 F = 6 I 102,228(0-5.984lo.24 1 / / / / / / / DEFLECTION LIMIT //~LINEAR IDEALIZATION ..... -- TOTAL CLEARANCE= 5.98 in. 7 8 9 10 12 13 14 15 PIPE DEFLECTION, b (in.) INIT~ EF:J CLEARANCE CLEARANCE (4 in.) (1.98 in.) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL FORCE-DEFLECTION CURVE FOR RECIRCULATION SYSTEM PIPE WHIP RESTRAINT FIGURE 3.6-36
RCl.7 RC2LL
- RCA, RCJLL RC4LL KEY:
~ ~ TYPICAL BREAK LOCATION ~ L TYPICAL RESTRAINT DESIGNATION RC6AV LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT BREAK LOCATIONS AND RESTRAINTS -ANALYZED FOR PDA"VERIFICAtlON PROGRAM FIGURE a.&~37
LEGE Np FMAX CONTAINMENT WALL I GUIDE RIGID RESTRAINT TYPICAL PIPE BREAK FORCING FUNCTION FBREAK \\ TIME IMIECI y NORTH TYPICAL PIPING SYSTEM MODEL LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL PIPE BREAK ANAL YS1S MODELS FIGURE 3.6*38
I \\ I I I ~*.. NOTES
- 1.
THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS. @I © © 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 -f BUMPER-TYPE RESTRAINT A 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 AND2 UPDATED FINAL SAFElY ANALYSIS REPORT RWCU PUMP SUCTION PIPING ISOMETRIC (PORTION INSIDE RWCU ISOLATION VALVECOMPARTMENl) (UNIT 1 ONLY) FIGURE 3.6-39 Sht.1 OF2 Rev. 10 10/00
6' x 4' CONC. RED. / / NOTES:
- t. THE FOLLOWING SYMBOLS ARE USED TO INDICATE BREAK LOCATIONS:
~ - TERMINAL END BREAK ~ - INTERMEDIATE BREAK ~ - CIRCUMFERENTIAL BREAK ~ - LONGITUDINAL BREAK
- 2. STRUCTURES AND DEVICES THAT ACT AS RESTRICTIONS TO PIPE MOVEMENT FOLLOWING A PIPE BREAK ARE DESIG-NATED BY THE FOLLOWING SYMBOLS:
-:f- -PIPE WHIP RESTRAINT --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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RWCU PUMP SUCTION PIPING ISOMETRIC (PORTION INSIDE RWCU ISOLATION VALVE COMPARTMENT) (UNIT2) FIGURE 3.6-39 (SHEET 2 OF I) Rev. 11 9/02
LGS UFSAR Figure 3.6-40 Intentionally Left Blank
A B D LIMERICK GENERATING STATION UNITS 1 AN02 UPDATED FINAL SAFETY ANALYSIS REPORT GENERIC REPRESENTATION OF PIPE FIGURE 3.6-41
B "'-- RESTRAINT BEFORE THRUST (a) B c D I _____ _.! Fltl
- rnu1v
"-EQUIVALENT MASS (b) BEFORE THRUST B B c D E DURING THRUST C D F(t) - FEQUIV DURING THRUST LIMERICK GENERATING STATION UNITS 1 AN02 UPDATED FINAL SAFETY ANALYSIS REPORT REPRESENTATION OF PIPE WITH BOTH ENDS BUILT-IN FIGURE 3.6-42
HPCI STEAM LINE BREAK IN HPCI COMPARTMENT STEAM LINE TEMP. 547.5°F PRES. 1024 PSIA HPCI PUMP ROOM
1 EL.177 V= 25,000 FT3 TEMP. 1 IS°F R.H. 26Z WALL HEIGHT 21.5 FT2 PRES. 14. 7 PSIA FLOOR AREA 1420 FT It 2 A= 121 FT C= 0.11 ~ HPCI PIPING AREA TEMP. 115° F \\!!f EL. 20 I 3 R.H. 26Z V=3,370 FT PRES. 14.7 PSIA 1
- A= 137 F1-C= 0.69 BOP c 0.1 PSID ISOLATION VAL VE TEMP. 12~ F C\\ COMPARTMENT EL. 217 R.H. 40Y.
V= 83,800 FT3 PRES. 14.7 PSIA
- j.
0 A= 150 n2 C= 0.76 STEAM VENTING TEMP. 120°F R.H. 40Z 2 TUNNEL EL. 241 V= 4,425 FT3 PRES. 14. 7 PSIA A= 145 FT2 C= 0.67 BOP c 0.5 PSID WALL HEIGHT 16 FT_, FLOOR AREA 234 F1-WALL HEIGHT 34 FT FLOOR AREA 2185 Fr2 AT ELEV.217 ROOM HAS AN IRREGULAR SHAPE - FLOOR AREA X HEIGHT WOULD NOT NESSARILY CORRESPOND TO COMPARTMENT VOLUME. WALL HEIGHT I 0 FT 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. llt.1513.DGN LDERJCK GENERATING STATION IHTS 1 All> 2 lPDlTED FDW.. SAFETY ANAL YSlS REPORT ENVRHENTAL QJiCJ1 I JONS AN> CDliP.umEHT DDEISDJNS FDR IPCl STEAM LD£ &Al FIGURE 3.6~3 Rev.5, 4/96
8 cO....
- E
!;{ \\ ~ ~ a N.... ~ ~ I 0.... ~ N '?J CD "\\ ~ \\_ - ~.. 8 ci 0008 OO"OOtr OO'OZ:E OO'OtrZ: (~) 3~0.L\\t'IBdW3.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. 00 09L LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT HPCI STEAM SUPPLY LINE BREAK IN HPCI COMPARTMENT TEMPERATURE TRANSIENT FIGURE 3.6-44 Rev.5, 4/96
),, I I I II Hrn ~ r1 I( J ~ 8 cO - 8.. a 0 - 8 cO ~ \\I\\\\ ~ ~ ~ 8 c-.i r:: ~ 8 ci 08"9l 00"9l ('VISd) 3klnSS3kld 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 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT HPCI STEAM SUPPLY LINE BREAK IN HPCI COMPARTMENT PRESSURE TRANSIENT FIGURE 3.6-45 Rev.5, 4/96
Cl z 0 u 1111.. 1111 z u !! ,,.... ii 9 1111 > PERIOD IN SECONDS IOI 654 3 2 1.0 o.e C>.li 0.5 0.4 o.:s ao~+.:,~~-'4',,,:-.,.:_---.,.1' 401=';.(c,i:..;"'"*o..v~.~~-j,.----f1<---+-'-4~1>-"'J~~-j:.;d,l(.-'>(.O.,. I 4
- s 2
OJI o.s ().4 o.3 0.2 FREQUENCY IN CYCLES/SECOND 0.2 0.1.oe .o& O.Q4 0.03 0.02 o.oi LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN RESPONSE SPECTRA FOR OPERATING BASIS EARTHQUAKE (HORIZONTAL COMPONENT) FIGURE 3.7-1
1:1
- 0 u....
!I: u ,..... u 9 Ill PERIOD IN SECONDS IOI 154
- S 2
1.0 0.1 OJI 0.5 0.4 o.:s 0.2 0.1.oe.oe 0.0.. o.o:s OD2 llOE-'<+'"'>~""="""<'--cr----,.!'--'-.4-+-----;t.:_~+._+o,,t<;f~~---.t-~.f-----'x'-+---'-¥'--f,,--f'-<+'4":i<ci'.X~--r-'---,~--",,-'+-___:-i-'--+.- 40~il-7!ci:<.-j,.z..,:¥~~--l,£---~~-+~--l~}~:hb"':-:'~~-lrc:_-f,,.;.-+-:,.,i--~aL;k--jl"b"~~~+,.:~~--l~ II 4
- s 2
2 FREQUENCY IN CYCLES/SECOND LIMERICK GENERATING STATION UNlTS 1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT DESIGN RUl'ONIE ftCTRA FOR SAFlatUTl>OWNEARTHClUAKE (HORIZONTAL COMPONENT, FIGURE 3.7-2
0 ~ 0 a:; z 0 Q I- <( 0 cc
- t' w
...J 0 w CJ CJ <( 0 c 0 z 0 0 a: (!) 0 c
- t' w
0 N I ...J <(
- ?:
0 a: co 0 0 z I 0 ~
- 10. oo 2
1
- 00 4
1
- 00 T
1
- 12. 00 1
1 LJ. 00 l 6.00 8.00 10.00 16.00 TIME (SECONDS) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SYNTHETIC TIME HISTORY NORMALIZED TO 1G FIGURE 3.7*3
'i" ~ z* 0 j:: cc w w (..) (..) cc... (..) w A. en 0 w N ~ cc 0 z PERIOD-SEC. 10.0 1.0 10.0 6.0 II I I I I I I I I II I I I I LEGEND TIME HISTORY RESPONSE SPECTRA
- ****** DESIGN RESPONSE SPECTRA A
0.1 0.01 Ii Ii I I I I 4.0 '~N~ I /"""'""""" **~IJ
- ~*....
\\. 0.1 2 4 8 8 1.0 2 FREQUENCY - CPS 8 I 10.0 2 4 8 8 100 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF TIME HISTORY RESPONSE SPECTRA AND DESIGN RESPONSE SPECTRA (0.5% DAMPING) (NORMALIZED TO 1g) FIGURE 3.7-4
PERIOD-SEC. 10.0 1.0 ii I I I I I I I I II I I I I LEGEND TIME HISTORY RESPONSE SPECTRA
- DESIGN RESPONSE SPECTRA 0.1 0.01 I ii I I I
I I ~10.0t--~~-+-~-+-~l--+-+-+-+-+-+-~~~+-~+--+-+-+-+-+++-~~-+~-+~+--+-+-t-+-M ell z* 0 j:: c( a: w ~ 8.0t--~~-+-~-+-~1--+-+-+-+-+-+-~~~+-~+--+-+-+-+-+++-~~-+~-+~+--+-+-t-+-M (J ~ ..J c( a:... (J w ~ Q 6.0 w N
- i c(
- E a:
0 z 0.1 2 6 8 1.0 2 FREQUENCY* CPS 6 I 10.0 2 6 8 100 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARl.:JN OF T*E NllTORY R£8'0NSE.a:TRA AND Dl-R£9IONSE SPECTRA (1" ~ (NORMALIZiO*TO 1s}- FIGURE 1.7..
E z' o- ~ a: PERIOD-SEC. 10.0 1.0 II 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 II Ii I I
I I 10.0t--~~-+-~--t-~t--+-t-t-+-+-t-~~~+-~+--+--+-+-+-+-++-~~-+~-+~+--+--+-+-+-+-t ~ 8.0t--~~-+-~-+-~t--+-t-t-+-t-+~~~+-~+--+--+-+-+-+++-~~--+~--+~+--+--+-+-+-+-t II.I (.) ~ ..J c( a: t; II.I ~ 6.0t--~~-+-~--t-~t--+-+-+-+-+-t-~~~+-~+--+--+-+-+-+-++-~~-+~-+~-+--+--+-+-+-+-t c II.I N
- i c(
- e a:
0 z 4.0t-~~-+-~-+~r-+-+-+-+-++~~~~,,_,:;.--~-lfl~~*~l-*++~~~+-~+--+---+-+-++-H I f." v ~,., ""~"", 1#***....... *********...... -~ 2.ot--~~-+-~-+----ir--t-1-+-+-limll',.*"-~-+-~-+~t-+-+--1-+-+-+~--<='l-~+--+--+-+-+-+-+-t I~...
- \\
0.1 2 ~. -*~-r--t--._._..,.._..., I.-'~.* ~i.-:;*' 4 8 8 1.0 2 4 FREQUENCY - CPS 8 I 10.0 2 4 6 I 100 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF TIME HISTORY RESPONSE SPECTRA AND DESIGN RESPONSE SPECTRA (2% DAMPING) (NORMALIZED TO 1g) FIGURE 3.7-e
r en z* 0 ~ a: 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 Ii I I I
I I 10.0t--~~-+-~-+---11--t-1-+-+-t-+-~~~t-~+--+--+-+--+-+-++-~~-+~-+~+--+-+--<1-++-t ~ 8.0i--~~--t-~-t-~t---t--1-t--t-1-1-~~~-r-~-t--t-----t--t---t--t-t--t-~~----t-~----t-~-t--+--t-t-t--t-I w !.) ~ ..J c( a:... !.) w ~ 6.0t--~~-t-~--t---i~t--1--t'-t-t-t-~~~t--~-t---t--t--t--+-t-t--t--~~-t-~-t-~-t---t--t-t-T-t-1 c w N
- i
~ a: 0 z 4.0t--~~-+-~-+---11--t-1-+-+-t-+-~~~t-~+--+--+-+--+-+-++-~~-+~-+~+--+-+-1-++-t 0.1 2 4 6 8 1.0 2 4 FREQUENCY - CPS 6 8 10.0 2 4 6 8 100 LIMERICK GENERATING STATION UNITS1 AN02 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF TIME MISTORV AE.-oNSE *ECTRA ANO DESIGN RE.aNSE SPECTRA (3'Ci DAWllllG) (NORMALIZED TO 19) FIGURE 3.7-7
I z" 0 ~ PERIOD-SEC. 10.0 1.0 ii I II 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 10.0t--~~-t-~-t--+-+-+-+-t-++-~~-+-~-+---t___,l---l-++-+-+-~~-+~-+~t-+-t-+~H ffi s.01--~~-t-~-+--+-+-+-+-t-++-~~-+-~-+---t--<1---t-+++-+-~~-+~-+~+--+-1-+~H ..J w u ~ ..J 4( a: t; w 6.0t--~~-t-~-t--+-+-+-+-t-++-~~-+-~-+---t~l--l-++-+-t-~~-+~-+~t-+-1-+~H t; c w N :i 4(
- E a:
~ 4.0t--~~-t-~-t--+-+-+-+-t-++-~~-+-~-+---t~l--l-++-+-t-~~-+~-+~+--+-1-+~~ 0.1 2 4 8 8 1.0 2 4 FREQUENCY
- CPS 8
I 10.0 2 4 8 8 100 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON Of TIME HISTORY RESPONSE SPECTRA AND DESIGN RESPONSE SPECTRA (6" DAMPING) (NORMALIZED TO 1g) FIGURE 3.7..
~ i= c( a: 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 ii I I
I I ~ 8.01--~~-+-~--t-~t--+-t-t-+-t-+~~~+-~+---t---+--+-+-+-++-~~-+~--+~-t---+-+-t-++-t uJ 8 c( c( a:... u Ill ~ 6.0i--~~-+-~-+-~t--+-+-+-+-++~~~+-~+---+---+-+-+-+-++-~~--+~--+~+--+--+-+-+-+-i 0 Ill N :::; ~ a: 0 z 4.01--~~-+-~--t-~t--+-t-t-+-+-+~~~+-~+---+--+--+-+-+-++-~~--+~-+~+--+-+-1-++-t 0.1 2 4 I I 1.0 2 4 FREQUENCY *CPS
- 10.0 2
4
- 100 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARllON OF TIME HISTORY RE9IONIE mtECTRA ANO DEllGN RE.aNIE.-ECTRA (~ DAMPING)
(NORMALIZED TO 19) FIGURE 1.7..
2 S2....... *'---"=--- 250.o' ~ 244. o'
- ___::==i1...
2~.2~'....i.:.;;'~-===========!.1 =~=--+----1 @) 221.ro' Im "--=;;.+-la-I 207.0_' ~-'" 2--.1 /!J'2.5_,_' ~=/3:..+-41~ I LEGEND: e MASS POINT D JOINT NUMBER 0 MEMBER NUMBER 0 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) __ 331.0 I [g) 325.7 I ~ 1§1 312.7 312.7 __ 31'2.7 I @:) 297.0 ~ 294.a' 2~3.o' ~ ~ @) 284.0 I ~ 21~0' @I 273.o' rl!I ~ 2.72./7 I 272.0 ~ ~ @ _2<05.5 I I [1] '21i>3.7 26~.72 2G2.0 25,.5 I (j) ljJ I ~ 252.0 ~ I zso.o 244.o' ~ 23<0.2 I 2.36.'2 1 I [llJ J 221.ro' 221.G I ~ I ZOi.0 207.0 1e2.s' !?JI ~ /!!J2.5 I !!fl 1e1.g' 181.~ (i) LEGEND: LIMERICK GENERATING STATION e MASSPOINT UNITS 1AND2 0 JOINT NUMBER UPDATED FINAL SAFETY ANALYSIS REPORT 0 MEMBER NUMBER VERTICAL SEISMIC MODEL 0 SPRING NUMBER OF PRIMARY CONTAINMENT FIGURE 3.7*11
334.4 I 00 3'25. f I ~ ~ 3/'2.7 297.o I ~ ~ 284.0 I 212.0 1 CTI 26'2.0 I ~ @ (j) 4 [21 25'2. 0 244.o' ~ © 236.2 1 @] ~ to I ~ '2. 21. G 201.0 I (@] 19"2.5 1141 LEGEND: D
- MASS POINT NUMBER JOINT 0
MEMBER NUMBER 0 SPRING NUMBER © 0 293.o' ~ '2 '13. 0' ll] 2~3.72' ~ §) ~ ~ IUI ~ m f 331.0 a12.7 ~ 2!34.6 1 279.o' 272.17 1 2(;,5.5 1 256.5 1 2so.o' 23". 0 I 22.I.~ 1 207.o' 1~'2.5 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT HORIZONTAL SEISMIC MODEL OF PRIMARY CONTAINMENT WITH 901L.sTRUCTURE INTERACTION FIGURE 3.7-12
354.4 I [g] (]) I ~ 325.r I ~ 312.{ 297.0 I IS] ~ 284.o' I [Z] @ 272.0 2GS2.0 I ~ 2s2.o' ~ (j) 2.44.d ~ @ 236.2 1 [ll] 22/.{, I IIil 201.o' [31 1g~. s' ~ LEGEND: D
- MASS POINT NUMBER JOINT 0
MEMBER NUMBER 0 SPRING NUMBER 312.7 I 293.o' ~ 273.o' !Ell 263.72_'_@1 2Sb.5 1 §I IZQ lfII li2l ~ ITJ ~ I 331.0 ~ I 312.7 ~ 294.B I 15 ~ 279.0 1 272./7 I 265.5' 250.0 I 19 2360 1 221.6 1 207-0 /92. SI 121.e' I LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT VERTICAL.SEISMIC MODEL OF PRIMARY CONTAINMENT WITH SOIL-STRUCTURE INTERACTION FIGURE 3.7-13
410.0' -------~(!!]
- 2.0' 332.0' 313.0' 3CM.O' 213.0' 211.0' 213.0' 231.0' 217.0' 201.0' 177.0' LEGEND:
e MASSPOINT D JOINT NUMBER 0 MEMBER NUMBER 0 ffi] 8 [!! @ [!] @ m @ [!] © [!] @ [!] @ (!] <D m LIMERICK GENERATING STATION UNtTS 1 AND2 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 POOL GIRDERS & CONC. BEARING WALLS UNIT NO. 1 FLOOR FRAMING BETWEEN FUEL POOL GIRDERS & INTERNAL STEEL COLUMNS FLOOR FRAMING BETWEEN STEEL COLUMNS& INTERIOR WALLS FUEL POOL GIRDERS UNIT N0.1 r>-~~~~~~311--~~~~~' 1 REACTOR ENCLOSURE FLOORS BETWEEN STEEL COLUMNS & DRYWELL REACTOR ENCLOSURE FLOOR FRAMING (TYP) -+-~-CONTROL STRUCTURE FLOORS LEGEND: 0 MASSPOINT 0- PIN CONNECTION f EL 177' LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT VERTICAL SEISMIC MODEL OF REACTOR ENCLOSURE AND CONTROL STRUCTURE FIGURE 3.7-15
312.0' 332.0' 313.0' 3CM.O' 213.0' 211.0' 213.0' 231.0' 217.0' 201.0' 177.0' LEGEND: e* MAllPOINT D JOINT NUM9ER () MEMaERNUMaER 8 [i] @ t!J @ [!] (?) m @ [!] @ [i] © [!] @ [!] @ IIl <D m LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT HORIZONTAL SEISMIC MODEL OF REACTOR ENCLOIURE ANO CONTROL STRUCTURE WITH SOIL-8TRUCTURE INTERACTION FIGURE 3.7-tl
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: Q MASSPOINT FUEL POOL GIRDERS UNIT NO. 2 FLOOR FRAMING BETWEEN POOL GIRDERS
- CONC. BEARING WALLS UNIT N0.1 FLOOR FRAMING BETWEEN FUEL POOL GIRDERS* INTERNAL STEEL COLUMNS FLOOR FRAMING BETWEEN STEEL COLUMNS*
INTERIOR WALLS FUEL POOL GI ROERS UNITN0.1 ~---..-----131 \\....------u REACTOR ENCLOSURE ~-, FLOORS BETWEEN STEEL REACTOR ENCLOSURE FLOOR FRAMING (TYP) COLUMNS* DRYWELL n------~281-------<1 --...~-CONTROL STRUCTURE FLOORS 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
~ I /() ,z,. 5 l!J.2171 fLZOO' .3 -- -21====-==-1 ELl77' EL28S 1 I \\C""1!Ftl..----'=""'-----.:;ll=~p;pa/.~7 .-------=EL=Z!S.3==-'--"l'l=:;8;::":W/~l I U.... Sii::;............ l!L2!7' ( l' 1 r----=EL=Z0"-'-1,---.a-.. 1:'1 lj.!6c "*"~~ 13 !!>~~~~
- J!!=:::!!!:i EL m'
! L.:-~ ~--J__J,t=~=~* I TRANSVERSE SECTION LONGITUDINAL SECTION LEGEND: e MASS POINT AND JOINT NUMBER REACTOR AND CONTROL ENCLOSURE LIMERICK GENERATING STATION UNITS1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CORRELATION OF VERTICAL SEISMIC MODEL MASS POINTS TO THE PHYSICAL STRUCTURE FIGURE 3.7-11
REFUELING BELLOWS ~,,...~*~- VESSEL VESSEL SKIRT CONTROL ROD DRIVE HOUSING (LONGEST) 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SEISMIC MODEL OF REACTOR PRESSURE VESSEL AND INTERNALS (SHEET 1 OF 2) FIGURE J.7-11
INSIDE TOP OF VESSEL HEAD EL30 5j EL31-----..,=-- 3~ 1* llll32 EL32 -------4 30 '---+------ REACTOR PRESSURE VESSEL Q!) EL>> REFUELING BELLOWS ~3..------r---"'.;;....;;.;;....._ VESSEL HEAD FLANGE MATING SURFACE STABILIZER K 5 ~ 34 EL:M ---'r---=-4 ~--- STEAM SEPARATOR -~------~t...----- EL 18 TOP OF SEPARATORS --""""...,_ ____..,:..::......---- EL 19 NORMAL WATER LEVEL --....-----~;;..... ____ EL 20 BOTTOM OF SEPARATORS
EL 21B TOP OF SHROUD HEAD DOME
=--....-...,.~--~=------ EL 21 EFFECTIVE TOP OF SHROUD HEAD ~---FUEL ';::::;;;;;====,_.'-J-~~--EL1 ..... ~---6ilt...--!J!!!!!---EL2 .,_-== __ _.,,!:--=~--EL3 ...-~---+-....::::::::::'------ EL4 .-~-.--...-:--iiiii---EL5 ...-!!!!---~-~--- ELI r;;;:;.-----4"----==---- EL 7 TOP OF GUIDE TUBES .---==-...-:8-----ELB ill ...---=,...--...---=,....--- EL 9 TOP OF SHROUD SUPPORT CYLINDER l!iliii--;;;4- --=11...-...,.::=...,........liii.__-- EL 10 l!j
EL11 ELS2 ---===---"'=.,.----
ij .-=-=~,...._ ___ EL 12 TOP OF CRD HOUSINGS ~~;:;--t=:;=::::!:=:=-::--- EL.!!._ ELEVATION "O" --4--==---- EL8D INSIDE BOTTOM OF VESSEL HEAD SUPPORT SKIRT ------..i ~1 PEDESTAL --------i': j ! MATHEMATICAL MODEL u REACTOR'PRESSURE 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. ~: -NNf-AXIAL SPRING -@r-TORSIONAL SPRING HINGE CONNECTION RIGID MEMBER -+-- MASS POINT 0 MEMBER NUMBER LIMERICIC GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SEISMIC MODEL OF REACTOR PRESSURE VESSEL AND INTERNALS (SHEET 2 OF 2) FIGURE 3.7-19
l MODEL MODE1 FREQUENCY *.60 CPS i MODE2 FREQUENCY 8.55 CPS i I MODE3 FREQUENCY 15.39 CPS LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTAINMENT HORIZONTAL MOOE SHAPES UNCRACKED CONDITION (SHEET 1 OF 2) FIGURE 3.7-20
i MODEL I MODE4 FREQUENCY 17.13 CPS MODE& FREQUENCY 2,.31 CPI LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTAINMENT ~ORIZONTAL MODE SHAPES UNCRACKED CONDITION (SHEET 2 OF 2) FIGURE 3.7-20
MODEL MODE 1 FREQUENCY 2.81 CPS i i --i i MODE2 FREQUENCY 7.59 CPS MODE3 FREQUENCY 9.le CPI LIMERICK GENERATING STATION UNITS1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTAINMENT HORIZONTAL MODE SHAPES CRACKED CONDITION (SHEET 1 OF 2) FIGURE 3.7-21
I I I / MODE4 FREQUENCY 14.84 CPS MODEL ~ I. ~ -~ \\ \\ \\ \\ I 1 MODElll MODES FREQUENCY 17.22 CPS FREQUENCY 22.09 CPS LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTAINMENT HORIZONTAL MODE SHAPES CRACKED CONDITION (SHEET 2 OF 2) FIGURE 3.7-21
MODEL MODE 1* FREQUENCY 10.82 CPS MODE2 FREQUENCY 17.57 CPS LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTAINMENT VERTICAL MODE SHAPES UNCRACKED CONDITION FIGURE 3.7-22
R ~ in I ~ I ! I H ~ i ' HI' p ii H i1 LI MODE1 FREQUENCY 7.73 CPS MODEL* 11 11 l w I H f I ! I I I h H . I IH 'H . I H . i I tJ ~ iH I I I I. I I ./ I. 1 R I ~
- I ti
/I H t I. \\ I I ~ i i l f 1* j 11 i n \\ LJ/ I 1 \\ fi i . I } I MODE2 MODE3 FREQUENCY 12.18 CPS FREQUENCY 19.11 CPS LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONTAINMENT VERTICAL MODE SHAPES CRACKED CONDITION FIGURE 3.7*23
i v / I I D I I I ~ ~ ~ I
- ~
I I \\ -t
- 1 u
t1
- £ MODE 1 MODE2 MODE3 FREQUENCY FREQUENCY FREQUENCY 2.&0CPS 7.71CPS 11.53 CPS MODEL
\\ \\ \\ / - / I \\ \\ '\\ I -j / MODE4 MODE& MODEi FREQUENCY FREQUENCY "REQUENCY 11.12CPS 21.31 CPS 21.0ICPS LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE N-S MODE SHAPES FIGURE 3.7-24
1 7' I I I i I I ~ j ~ l-I I t--- f-- _J ~- ~ I i ~-- \\ _, I -* I ¥/v{
- ~
J ~ MOOE 1 MOOE2 MODE3 FREQUENCY FREQUENCY FREQUENCY 3.24CPS 10,52CPS 15.11CPS MODEL /r / I \\ I ~ _ _J \\ I I ---7 -~ / ~ I 0:----" 1-MOOE4 MOOE5 FREQUENCY FREQUENCY 22.otl CPS 30.06CPS LIMERICK GENERATING STATION UNITS 1AND2 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 / / 9 10 8 7 6 5 4 3 2 54 37 34 50 51 33 49 52 32 38 35 31 30 29 28 1 FREQUENCY: 1.993 CPS 19 18 36 9,11 20 21 22 9,11 23 24 25 9,11 l i i i l i i i ~ 17 16 27 15 26 14 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL MODE SHAPES (MODE 1) FIGURE 3.7-26
54 12 46----* 44----* 439-~--------------~----- 42---~- 41-----------------~* 40-----------------~* 1 FREQUENCY: 4.262 CPS LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL MODE SHAPES (MODE 7) FIGURE 3.7-27
54 12 53----- 37 34 19 50 51 / 33 / 10 ----
18 47---~--....:::....=;;..._ _________ ---j ___ __
49 9 46 8 38 45 7 44 6 43 5 42 4 41 3 40 2 1 32 31 30 29 28 52 35 17 16 - 15 14 13 FREQUENCY: 5.959 CPS 36 9,11 20 21 22 9,11 23 24 25 9,11 l i i i l i i i l 27 26 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL MODE SHAPES (MODE 14) FIGURE 3.7*28
54 12 53-------<* 50 46----*8 38 42------- 51 FREQUENCY: 10.661 CPS Illl1lil1 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR ENCLOSURE AND CONTROL STRUCTURE VERTICAL MODE SHAPES (MODE 22) FIGURE 3.7*29
54 46------1* 3 29 41--~~---~~~~~----=-=---~~~--14 2 28 40--~~---~~~~~----==-==-~~--13 1 FREQUENCY: 30.395 CPS LIMERICK GENERATING STATION UNITS 1AND2 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 _, w (J u < 7.0IO I.JOO Ii.- 4.JIO 3.IOO 2.- 2.1* 1.- 1.111 0.408 .... Lllll!!~~=::::_ ________ ~-----==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 PE DEST AL HORIZONTAL OBE (DAMPING* 0.006) UNCRACKED CONDITION FIGURE 3.7*31
~ 2 0 <( a: w ..J w (.J (.J <( 13.000 11.700 10.400 1.100 7.IOO 8.500 5.200 3.900 2.IOO 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 HORIZONTAL SSE (DAMPING
- 0.006)
UNCRACKED CONDITION FIGURE 3.7-32
~ C!J z 0 I- <( a: w _, w u u <( 4.500 4.000 3.500 3.000 2.IOO 2.000 1.500 1.000 o. 500 I * ~::::::~~0.244 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT . RPV PEDESTAL VERTICAL OBE (DAMPING
- 0.006)
. UNCRACKED CONDITION FIGURE 3.7.33
1.-... 4.911 ~ Cl 4.211 z 0 ~ J.llO a: LLJ ...J LLJ (.) 2.- (.) < 2.100 1.400 0.700 1..000 0.1 0.2 0.4 0.6 1.0 0.37& 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 PE DEST AL VERTICAL SSE (DAMPING
- 0.006)
UNCRACKED CONDITION FIGURE 3.7-34
1.000 8.100 7.200 6.300 ~ (!) 6.400 2 0 I- <( 4.500 a: w ..J w (..) 3.IOO (..) < 2.700 1.IOO O.IOO 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT REFUELING AREA E-W OBE (DAMPING
- 0.006)
FIGURE 3.7-31
1.000--------------------------------- 1.100 7.200 1.300 ~ C!1 1.400 z 0 ~ <( 4.IOO a: w ..J w CJ 3.mo CJ .<( 2.700 o.mo 0.000 0.1 0.2 0.4 0.6 1.0 0.75 2.0 4.0 6.0
- 10.
- 20.
- 40.
- 60.
100. FREQUENCY (HZ) LIMERICK GENERATING STATIO.N UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT REFUELING AREA E-W SSE (DAMPING
- 0.006)
FIGURE 3.7**
~ <:> J.* z 0 ~ l.- a: w ...I w 8 2.400 <( 1.- 1..211 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
7.200 1.400 en (.:> 4.IOO z 0 I- <( 4.000 a: w ..J w (J 3.200 (J <( Z.400 1.IOO O.IOO 0.000 0.1 0.2 0.4 0.6 1.0 o.n 2.0 4.0 6.0
- 10.
- 20.
- 40.
- 60.
100. FREQUENCY (HZ) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT REFUELING AREA N-S SSE (DAMPING
- 0.006)
FIGURE 3.7-a
1.IOO 1.IOO 1.400 ~ (!) z 1.200 0 I-< a: 1.000 w ...J w (.J ~ 0.IOO O.IOO 0.400 0.200 0.000 0.1 0.2 0.4 0.6 1.0 O.D 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 VERTICAL OBE fOAMPING
- 0.006)
FIGURE 3.7..
3.000 2.700 2.otOO 2.100 ~ Cl 1.IOO z 0 I- <i: a: 1.IOO w ..J w u u 1.200 <i: O.IOO o..a 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT REFUELING AREA VERTICAL SSE (DAMPING
- 0.006)
FIGURE 17-40
,,... -1""--------------------------------------------~~~~------------ 7.111 ~ CJ z **- 0 I- ~.... UJ ...J UJ (.) ~ 4.411 J.- 2.200 1.1IO 0.1 0.2 0.4 0.6 1.0 0.411 2.0 4.0 6.0
- 10.
- 20.
- 40.
- 60.
100. FREQUENCY (HZ) LIMERICK GENERATING STATION UNITS 1ANO2 UPDATED FINAL SAFETY ANALYSIS REPORT RESPONSE SPECTRUM AT REFUELING AREA N-S SSE (DAMPING
- 0.006)
SOIL-STRUCTURE INTERACTION FIGURE 3.7-41
1.-... ~ " 4.- z Q I- <( ~ a: w ...J w (.) (.) <2: 2.1GO 1.- 0.100
- -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 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT ~==A.."' VIR1'1CAL SSE {DAMPING = l.Ol&I _,IL.sTRUCTUR& INTEllACTION FIGURE a,7.q
~-----+---:.<'. a: <{ i.n~ 0 -C~~ <{ C/l !XI 0 ...J c.:l ::> uzz C1. UJ ~ c.:l '.r
. i--_ __r_
._,"'t---1 -~~UJ-+-------+-----_.._ ____ __., _____ .i.-a----~ Cll;:!;O 0 0 N ~~~ 0 0 N 0 0 co I \\ l ~ ~ 0 SH.LONVSnOH.L - 9 NI NOl.LV~313:::J:::J'lt LIMERICK GBIERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT EARTHQUAKE RESPONSE SPECTRA FIGURE 3.7-43
EARTHQUAKE REVIEW SEISMIC ACCELERATION I >OBE ~o BE MALFUNCTION DAMAGE DAMAGE POTENTIAL DAMAGE ~ i DETAILED ANALYSIS TO DETERMINE ACTUAL FAILURE AND REPAIR AS NECESSARY
- REPORT RESULTS TO NRC PLANT SHUTDOWN NOTIFY NRC REVIEW OPERATING*
STATUS FOR SYSTEM MALFUNCTION I NONE INSPECT AND TEST
- SAFETY SYSTEMS I
NO DAMAGE VISUAL INSPECTION
- OF PLANT J
NO DAMAGE ANALYSIS OF PLANT RESPONSE
- FOR PROBABLE THEORETICAL I
FAILURE NO EVIDENT OR PROBABLE DAM AGE NRC PERMISSION TO RESTART CONTINUE OPERATION LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT POST SEISMIC EVENT PLANT PROCEDURES FIGURE 3.7-44
1 500 TO FULL V LIOADE t> TRA ~ / ./ UNLOADI D TR~ V & C1 >NDUI r 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 g SOURCE: REF. 3.7-7 LIMERICK GENERATING STATION UNITS 1AND2 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 00 RESPONSE FROM 2-COMPONENT ABS >3-COMPONENT SRSS RESPONSE FROM 3-COMPONENT SRSS >2-COMPONENT ABS 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0
- a.
C =RATIO OF THE RESULTANT DUE TO THE VERTICAL COMPONENT TO THE MAXIMUM RESULTANT DUE TO EITHER OF THE HORIZONTAL COMPONENTS
- b. f =RATIO OF THE SMALLER RESULTANT DUE TO EITHER OF THE HORIZONTAL COMPONENTS TO THE LARGER RESULTANT ( f ~1.0)
LIMERICK GE*IMTING STATION UNITl1 Nf02 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON Of 3-CQMPONENT SRSS TO 2~1NT AU FIGURE 3.7-46
1.4 1.3 1.2 1.1 " = j1+2C+ c2 1.0 1+f2+c2 0.9 0.8 Amin f= _H __.o~f~ 1.0 Amax H 2-COMPONENT ABS . IS CONSERVATIVE FOR y ~ 1 Av C= --,o,,;;;c,,;;;oo Amax H 1 + c = J +2C+c 2 1 + ! 2 +c2 FOR 0 ~f~ 1.0 2 3 4 5 6 00 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY AlllALYSIS REPORT RELATIVE CONSERTIVISM OF THE TWO-COMPONENT ABSOLUTE AND THREE -COMPONENT SRSS TECHNIQUES FIGURE 3.7-47
e
- 4.4' ORIGINAL LOCATIONS l
I 'if'~ OF MASSES 0 ** 1 x-, LOCAL Vt 1
- o.s*
© YL x GLOBAL NODES 1 2 3 4 6 6 7 8 11 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 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND PUMPHOUSE 3-D STICK MODEL (E-W DIRECTION) FIGURE 3.7-48
y t -l*-.68'~ ©= (!)
- 252*-o" I-** 29.86' 0©
.©= © 2"6'-0" 0 © y ©o 238'-0" .,j~ 0 '+o @l* 229'-0" 'lt,.,.,I. z x 'CD @it 213'*1" CD G) x 178'*0" NORTH 0 COORDINATES (Ft.) NODES x y z 1 2 3 4 6 6 *1 I 9 o.o 178.0 O.d . 0.0 213.71 0.0 0.0 221.0 o.o 0.0 231.0 0.0 -21.18 241.0 0.0 - o.a 212.0 o.o 10.00 171.0 0.0 o.o 241.0 o.o o.o 212.0 0.0
- REFERINCE NOOE FOR ELEMENT ORIENTATION LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DIESEL GENERATOR ENCLOSU"E 3-STICK MODEL (E-W DIRECTION) flGURE 3.7-49
/,,-
- ~
- z.*
y ~* t __ 362'-0" ~332'-0" 283'-0" 219'-0" 213'-0" 239'-0" 217'-0" 201'-0" TRANS. SPRING
~NORTH
© ROTATIONAL SPRING ~* WALL-AJ._.......... ""..............., I WALL-0 ( UNIT 2 ) ./ (SEE TABLE l3.*UL c-W EXCITATiON (DBE) COORDINATES (Ft.) NODES x y z 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 UNITS1 AND2 UPDATED FINAL SAFETY ANALYSIS REPOnT REACTOR ENCLOSURE 3-D STICK MODEL (E-W DIRECTION) FIGURE 3.7-50}}