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This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail B design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-251 for Unit 1, and 8031-C-265 for Unit 2. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER WALL A REINFORCEMENT (SHEET 2 OF 5) FIGURE 3.8-15 8 7 6 5 4 3 2
H G F E D c B LIMERICK GENERATING STATION NOTE: UNITS 1AND2 This UFSAR figure is provided to delineate the primary (typical) UPDATED FINAL SAFETY ANALYSIS REPORT structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of SUPPRESSION CHAMBER WALL A the structures, see design drawing number(s): 8031-C-252 for REINFORCEMNT Unit 1 and 8031-C-266 for Unit 2. (SHEET 3 OF 5) FIGURE 3.8-15 8 7 6 5 4 3 2
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DRYW£1-L WAL..L £L..eVATION This UFSAR figure is provided to delineate the primary (typical) structural DRVWELL WALL REINFORCEMENT A concepts, arrangements, and elements relied upon to perform the safety £A Yet< N!I. 2 (0°- I go*) (SHEET 4 OF 17) related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing VIEW FR01'1 OUTSID~ number{s): 8031-C-852 for Unit 1, and 8031-C-982 for Unit 2. FIGURE 3.8-16 8 7 6 5 4 3 2
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F I I 2 Al..L REINFORCING- sr~~L SHOWN ON 'THIS L>Wf'!T. ARE ,. Ill S, UNLES.S OTHERWISE NOreD. O.r-r6 I I I I E D c B llS5" I LIMERICK GENERATING STATION t7r:I UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT NOTE: QRYW{LL WALL eLeVATION This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to lAYE.R N* Z (fif0°- .360°) DRYWELL WALL REINFORCEMENT A perform the safety related functions of the subject structures. (SHEET 5OF17) For detail design features, dimensions, and as-built condition of VIEW fR0;11 OUTSIDE the structures, see design drawing number(s): 8031-C-853 for Unit 1 and 8031-C-983 for Unit 2. FIGURE 3.8-16 8 7 6 5 4 3 2
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--- LIMERICK GENERATING STATION UNITS 1AND2 TYPICRL cLeV~TION UPDATED FINAL SAFETY ANALYSIS REPORT DRYWELL WALL LINER PLATE A
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BOUNDARY B DRYWELL HEAD MODEL LOWER FLANGE MODEL BOUNDARY A NOTE: CROSS-HATCHED AREAS ARE MODELLED AS ORTHOTROPIC LAYERS. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT ANALYTICAL MODEL OF DRVWELL HEAD ASSEMBLY FIGURE 3.8-36
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J FIGURE 3.8-43 SEISMIC TRUSS Lnumber(s):' 8031-C-936._=========--------
BOUNDARY C - - - - - - BOUNDARY F BOUNDARY D BOUNDARY A BOUNDARY B y LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DIAPHRAGM SLAB ANALYTICAL MODEL FIGURE 3.8-44
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BOUNDARY B BOUNDARY C LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT BOUNDARY A ANALYTICAL MODEL FOR UPPER REACTOR PEDESTAL FIGURE 3.8-46
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COLUMN (TYPICAL) BOUNDARY A x BOUNDARY B LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPRESSION CHAMBER COLUMN ANALYTICAL MODEL FOR "CE668" PROGRAM FIGURE 3.8-51
R = PIPE RUPTURE LOAD LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SEISMIC TRUSS ANALYTICAL MODEL FOR "STRESS" PROGRAM FIGURE 3.8-52
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-223.
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THE UFSAR FIGURE IS PROVIDED TO DELINEATE THE PRIMARY (TYPICAL) STRUCTURAL CONCEPTS, ARRANGEMENTS, AND ELEMENTS RELIED UPON TO LIMERICK GENERATING STATION PERFORM THE SAFETY RELATED FUNCTIONS OF THE SUBJECT STRUCTURES. FOR DETAIL DESIGN FEATURES, DIMENSIONS, AND AS-BUILT CONDITION UNITS 1AND2 OF THESE STRUCTURES, SEE DESIGN DRAWING -#8031-C-1103. UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND EXCAVATION AND GRADING SECTIONS AND DETAILS (SHEET 2 OF 2) FIGURE 3.8-56
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- B LIMERICK GENERATING STATION I UNITS 1AND2 L-1r--t UPDATED FINAL SAFETY ANALYSIS REPORT
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UNITS 1AND2 NOTE: UPDATED FINAL SAFETY ANALYSU HEPORT This UFSAA figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and MISCELLANEOUS STRUCTURES as-built condition of the structures, see design drawing number(s): FOUNDATION DETAILS 8031-C-43_ (SHEET 2 OF 5) FIGURE 3.8-84
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5ECTION LIMERICK GENERATING STATION UNITS 1AND2 VALVE PITS-RHRSW & ESW PIPING UPDATED FINAL SAFETY ANALYSIS REPORT . MISCELLANEOUS STRUCTURES FOUNDATION DETAILS (SHEET 3 OF 5) FIGURE 3.8-14
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NOTE: This UFSAR figure is provided to delineate the primary (typical) structural concepts, arrangements, and elements relied upon to perform the safety related functions of the subject structures. For detail design features, dimensions, and as-built condition of the structures, see design drawing number(s): 8031-C-1064.
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FIGURE 3.8-65
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1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 NORMALIZED LENGTH o =ASHSD
- =REFERENCE 3.8-4 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF COMPUTER RESULTS AND THEORETICAL SOLUTION (ASHSD PROGRAM, SAMPLE PROBLEM B)
FIGURE 3.8-69
LENGTH'"' 60" l1 DIAMETER* 120" LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CYLINDER MODEL (ASHSD PROGRAM, SAMPLE PROBLEM C) FIGURE~-
z
-27 *26 '
- 25
*24 6@ 1.5" = 9" .. 23 *22
- 21 7 20 19
*18 17 *-16 . 15 -14 14 @ 3" - 42" -13 -12 -11 10 9 *8 It 7 *l-6 *5 -4 6 ii 1.5" = 9" -3 *- 21 ii I
R LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL (ASHSD PROGRAM, SAMPLE PROBLEM C) FIGURE 3.8*71
0 0.1 0:2 0.3 0.4 0.5 0.6 0. 7 0.8 0.9 1.0 0 0.1 0.2 0.3 0.4 0.6 0.6 0. 7 0.8 0.9 1.0 o ASHSO (RADIAL DISPLACEMENT WI A ASHSD (LONGITUDINAL MOMENT Mxl REFERENCE 3.8-5 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF COMPUTER RESULTS AND THEORETICAL SOLUTION (ASHSD PROGRAM, SAMPLE PROBLEM C) (SHEET 1 OF 2) FIGURE 3.1-72
1.0 w
"'T 0.1 0.1 0.4 0.2 0 Z/l
-0.2 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.0 0.8
' . - - - - ------ ~---~
Mx N*20 Mo 0.6 0.4 w
~
~-
T j~ 0.2 /
~ .-- -- ~ ~
0 -0.2 0 0.1 0.2 0.3 0.4 0.5
.4 0.6 0. 7 0.8 0.9 1.0 Z/L 0 ASHSO (RADIAL DISPLACEMENT W) 6 ASHSO (LONGITUDINAL MOMENT Mxl
- REFERENCE 3.8-5 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF COMPUTER RESULTS AND THEORETICAL SOLUTION (ASHSD PROGRAM, SAMPLE PROBLEM C)
(SHEET 2 OF 2) FIGURE 3.8-72
42" T 40" II _ _ _ _ ,1.0IN_2_ I' I 1
~1r*~
LIMERICK GENERATING STATION UNITS1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT fCICAP,....., MIWORCED CQICMTE MMI FIGURE U.-18
.6T* 100°F t--1 THERMAL GRADIENT REINFORCED CONCRETE BEAM 2"
IN-LBS (UNCRACKEDI IN r1" CECAP CONCRETE ELEMENT MODEL LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONCRETE BEAM MODEL (CECAP PROGRAM, SAMPLE PROBLEM A> FIGURE 3.8-74
r t"' 42" As=l.O IN2 l *-+. f-b=12"-I T BEAM CROSS - SECTION
/I INITIAL THERMAL STRESS DISTRIBUTION LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT BEAM CROSS-SECTION AND THERMAL STRESS DISTRIBUTION (CECAP PROGRAM,&LE PROBLEM A)
FIGURE 3...15
T 21" I
}
I
~ FINAL CRACKED NEUTRAL AXIS I
I Jd I /I
~ ~~ -+- IN~;IAL REFERENCE AXIS LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT STRESS DIAGRAM (CECAP PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8*76
3, 175,200 IN-LBS REINFORCED CONCRETE BEAM
*I I I I I I I I I I I I II I I 1I I T
1 ~~=-~~~
~ .08333 IN2' ......_
*~*~ '_,_H.-'.,R_M~l ___
t--1"-~ CECAP CONCRETE ELEMENT MODEL LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONCRETE BEAM MODEL (CECAP PROGRAM, SAMPLE PROBLEM B) FIGURE 3.~77
T As*1.0 IN 2 1 r-..*- t-42" j_ 2"
. T 17*~
BEAM CROSS
- SECTION
!-1c-t ..
_:~---N.A. TIr.ti
;r
./
c _l_ __
*1 tlllllllllllllb T
nAs STRESS BLOCK TRANSFORMED SECTION LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT BEAM CROSS-SECTION, STRESS BLOCK, AND TRANSFORMED SECTION iCECAP PROGRAM, SAMPLE PROBLEM B) FIGURE 3.8-78
3, 176,200 IN-LB REINFORCED CONCRETE BEAM 8417 LB/IN CECAP CONCRETE ELEMENT MODEL LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CONCRETE BEAM MODEL (CECAP PROGRAM, SAMPLE PROBLEM C) FIGURE 3.8-79
r--tc---1 t I I c M 2 d kd 1= - t N AS d-2 2 T
~ .. --i BEAM CROSS-SECTION STRESS BLOCK LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT BEAM CROSS-SECTION AND STRESS BLOCK (CECAP PROGRAM, SAMPLE PROBLEM C)
FIGURE 3.8-IO
zl~-----------------'---- x 20" b* 40" - _l11~1:"""T-1..,1... 3_,..-___..,11~16,_1...,1,_7_,.....___--_...1_ll_~ - x 191' 100 ~'J
'"~
~'"!) 110 (al) (eo) 20" 23 r.1)
\ 11 1(20)
I@ I* 10-------1. . LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLATE GEOMETRY,~LOADING, AND FINITE ELEMENT MESH (CE888 PROGRAM, SAMPLE PROBLEM A) FIGURE 3.N1
0 EI I I I I I I I I I I I I I i x zl
~y IUPPO"TED T"'~ 100 "::-
11 flXIO
@ 121
'iO IO I
110 SIMPLY x SUPPORTED
... 11" 34 2~
33 11 '20 12 22 _..._ I Qo) 11 1 F"EE
+
J 111"
- I 15"
** 30" LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLATE GEOMETRY, LOADING, AND FINITE ELEMENT MESH CE668 PROGRAM, SAMPLE PROBLEM 8)
FIGURE 3.8-82
---0.500" I
2.750"
+-~
2.000" 32.000" ;---1
- - 37 .000" tP j 36-1" BOLTS -~
39.125" q, ---~ LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT WELDING NECK FLANGE DETAIL (E0119 PROGRAM, SAMPLE PROBLEM A) FIGURE 3.8-83
t0.875"1 f f 2.500" I 1.125" t-2.125" I I 1-- l o.083"-U 40-1" BOLTS
'/ 38.250". - - - f 33.250"* J 40.375" - s LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SLIP-ON FLANGE DETAIL (E0119 PROGRAM, SAMPLE 4
PROBLEM B) FIGURE 3.8-84
ZAXIS
...---- t(SEE FIG. 3.8-87 1-1.13" TOfU9'HE"E 1.32" 27.1" CYLINDI" I* 9.13" ELLIPSOID
----A* D/2*11.1r--e11 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GEOMETRY Of ELL..,.,AL AND TORllPHERICAL HEADS (E0781 PROGRAM, SAMPf..E PROBLEM A)
FIGURE&l-9
__ w - 0.0888"
....,._ START N*
- 10,0ll LI/IN.
M**N*O r--- -i TORISPHERE I ct CYLINDER ,_.12,188 LB/IN. Q*N*~*O
+---- ENO ELLIPSOID LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT ANALYTICAL MODEL WITH BOUNDARY CONDITIONS
( E0781 PROGRAM, SAMPLE PROBLEM A) FIGURE 3.8-88
HOOP FORCE, NI, (KIPS/IN.)
- - - TORISPHERE
- - - ELLll'SOID 15.0 10.0 6.0
-IS.O
-10.0 LONGITUDINAL MOMENT,M;, - ;(DEGREES)-
(KIP-IN./IN.) 0.3 0.2 0.1 0.1 0.2 0.3 0.4 0.6 KNUCKLE REGION CYLINDER LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY .ANALYSIS REPORT PLOTS OF HOOP FORCE (NB )AND LONGITUDINAL MOMENT(M*) ( E0781 PROGRAM, SAMPLE PROBLEM A) FIGURE 3.N7
(VII' x uri (PSO 40** 20.00 0.0
*20.00 - 'ROGRAM E0711 OUTI'UT e EX.-ERIMENTAL HEAD RESULTS -40.00 .eo.ao ---'"T""----.i----......
20 eo
--......-""T"'--------
IO IO 0.5
; DEGREES, ELLIPSOID Y/L, CYLINDER LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLOT OF STRESS IN THE HOOP(I)
DIRECTION ON THE INSIDE SURFACE (9-00)(E0781 PROGRAM, SAMPLE PROBLEM A) FIGURE 3......
(VI) I x 10*3 CPSO I0.00 40.m
-0.00
-40.00
- PROGRAM E0711 OUTPUT
- EXPERIMENTAL HEAD RESULTS
-I0.00
-120.00------------------------------..--....... 20 40 80 80
---------------- 0.5
- DEGREES, ELLIPSOID l Y/L, CYLINDER LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLOT OF STRESS IN THE HOOP(f t DIRECTION ON THE OUTSIDE SURFACE( 9-G°) (E0781 PROGRAM, SAMPLE PROBLEM A)
FIGURE a..
- PROGRAM E0711 OUTPUT
- EXPERIMENTAL HEAD 10.00 RESULTS I0.00
- 30.00 10.00
-*10.00 ---"""T"---...---...-----"""T"-------._. 20 IO 80 llO 0.5
; , DEGREES, ELLIPSOID Y/L, CYLINDER LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLOT OF STRESS IN THE LONGITUDINAL(t/>) DIRECTION ON THE INSIDE SURFACE ( 8*00) (E0781 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-80
ID.OD - 'ROGRAM E0711 OUTPUT
- EXPERIMENTAL HEAD RESULTS 40.00 20.00 0.0 20 40 80 80 90 0.5
;, DEGREES, ELLIPSOID Y/L, CYLINDER LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLOT OF STRESS IN THE LONGITUDINAL(c,t)DIRECTION ON THE OUTSIDE SURFACE (E0781 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-81
MEMa .. ANE ST"ESS cv..-....... 10*3 ao I0.00
- PROGRAM E0711 OUTPUT
- EXl'ERIMENTAL HEAD RESULTS 30.00 20.0 10.0 0.0 - - - - - - - - - - - - - - - - - - - - - - - -
20 40 80 IO 0.5
; DEG .. EES, ELLIPSOID I Y/L, CYLINDER LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLOT OF MEMBRANCE STRESS( 1-G°)
(E0781 PROGRAM, SAMPLE PROBLEM A) FIOURE*a,.,.
THICKNESS, INCHES 0.40 0.35 0.30 0.25 e MEASURED DATA ASSUMED VARIATION 0.20 20 30 40 fiO 80 70 80 IO COORDINATE,** DEGREES LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT THICKNESS VARIATION IN EXPERIMENTAL HEAD N0.1 (E0781 PROGRAM, SAMPLE PROBLEM A) FIGURE 3.8-13
THICKNESS, INCHES
.40 .31 .30 /'
LWELD LOCATION
.25
- MEASURED DATA ASSUMED VARIATION
.20 0 5 10 15 20 25 30 COORDINATE, Z, INCHES LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT THICKNESS VARIATION IN CYLINDER NO. 1 (E0781 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-94
Z AXIS 144" i.._.........,__ r .. 108" LIMERICK GENERATING STATION UNITS1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT GEOMETRY OF CYLINDRICAL WATER TANK (E0781 PROGRAM, SAMPLE PROBLEM B) FIGURE 3.8-16
p
~T6" -A
/'"REINFORCING STEEL T
20" 18" -A l 1r+ 72" I 12" I I I 72" lIB" 1 r* M r ~OEINFOACING
'12 P/2 STEEL, 20" AREA
- 1.58 IN2 J_ +.T CROSS-SECTION A-A LIMERICK GENERATING STATION UNITS 1 AND Z UPDATED FINAL SAFETY ANALYSIS REPORT EXPERIMENTAL BEAM GEOMETRY (FINEL PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-88
T ~ l""Jr ~ REINFORCING STEEL~ /
~
LIMERICK GENERATING ITATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MESH USED IN REFERENCE 3.8-14 (FINEL PROGRAM, SAMPLE PROBLEM A) FIGURE 3.8-97
2 24 Je
~
. 12 i()I ID U II H
@)
92 1110
@)
1* 8 116 124 132 1<10 148 . \Cl
*ii: -
14~,,
-1
-... ~
*~ ~ ~
(51) 1(58) (H) (72) (79) (1111) (93) ~o~ ~1'9 ~29 1 l(t!i) ~ 13 25 ~ REINFORCING STEEL LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MESH USED IN PROGRAM VEAi FICATION (FINEL PROGRAM, SAMPLE PROBLEM A) FIGURE 3.8-88
FINEL. 8.7 kips REF. 3.8 8.0 KIPS INO C"ACKING IN FINEL IELOW 1.7 KIPS) FINEL AND REF. 3.8 20.0 KIPS* - - - BOUNDARY OF CRACKED REGION, REF. 3.8-141
~ CRACKED REGION, FINEL Ll*RtCK GENERATING ITATION UNITl1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REGIONS OF CRACKING FROM REFERENCE 3.8-14 AND FINEL ANALYSIS (FINEL PROGRAM, SAMPLE PROBLEM A)
(SHEET 1 OF 2) FIGURE 3.8-11
FINEL AND REF. 3.8 28.0 KIPS FINEL AND REF. 3.8 31.2 KIPS LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REGIONS Of CRACKING FROM REFERENCE 3.8-14AND FINIL ANALYSIS (FINIL PROGRAM, SAMPLE PROBLEM A) (IH£1T 2 OP Z) FIGURE 3..1-*
'~KIPSt
...... ur. 3. 8 -13 (IXPlllIMINTAL)
- - ur. 3.8-14 (AMALYTICAL)
- FINIEL I ..************************
I ***** REINFORCING 30 I **** STEEL YIELDED I .*** I **.** I ..** I **** I. ** 20 r-.~** I ..** I **** 1 0---------------------------------------....---------.....-
.1 .2 .3 .4 .I DISPLACEMENT UNDER LOAD UNCHESI LIMERICK OENIRATING ITATION UNITl1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT LOAD-DEFLECTION CURVES FROM REFERENCE 3.1-13, REFERENCE 3 ...14, AND FINIL ANALYSIS (Ftnl PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.1-100
Z,FT 2 4 8 20 22 1.0 10
---1 _______._____. . ,. . . _. ._____.__.. ____. .____
--1 0 R, FT 1 3 5 19 21 INNER RADIUS * *
- 15.0 FT OUTER RADIUS
- b
- 81.75 FT---~*
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL FOR HOLLOW CYLINDER WITH DISTRIBUTED PRESSURE LOADING (FINEL
. PROGRAM, SAMPLE PROBLEM B)
FIGURE 3.8*101
Z,FT 2 4 6 8 20 22 1.0
©@
0 o~ 1 3 5 7 19 21 R,FT INNER RADIUS** *66.0 FT~ OUTER RADIUS=llz68.75 F T - - - - 4 LIMERICK GENERATING ITATION UNITI 1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL FOR HOLLOW CYLINDER WITH LINEAR TEMPERATURE GRADIENT (FINEL
.PROGRAM. SAMPLE PROBLEM C)
FIGURE 3.8-102
T, °F 100 50-0--------~ ~---------R-=-.------------------------R~=-b-------R,FT LIMERICK GENERATING STATION UNITl1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT TEMPERATURE GRADIENT THROUGH WALL OF HOLLOW CYLINDER (FINEL PROGRAM, SAMPLE PROBLEM C) FIGURE 3.8-103
--------10"--------*i 1
10" t 0
- 100°F PERFECTLY INSULATED LIMERICK GENERATING ITATION UNITl1 ANDI UPDATED FINAL SAFETY ANALYSIS REPORT TEMPERATURE CONDITIONS AND ARRANGEMENT OF SQUARE PLATE (ME620 PROGRAM, SAMPLE PROBLEM A)
FIGURE 3.8-104
1O" 8" 8" 0 2" 4" 8"
*I8" *I10" INCHES NODE NO.
ELEMENT NO. 28 LIMERICK GENERATING STATION UNITl1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL OF SQUARE PLATE (ME620 PROGRAM, SAMPLE PROBLEM A) FIGURE 3.8-106
TEWIRATURIAT POINT Af9f) 70 IO
' ,._~,......--
SOLUTION BY ME 820 THEORETICAL SOLUTION---... FROM REF 3.&19 30 20 10 0 10 20 30 40 50 80 70 80 90 100 TIME (SECONDS) LIMERICK GENERATING ITATION UNITl1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT COMPARISON OF TEMPERATURE TRANSIENTS FROM ME620 AND REFERENCE 3.8-19 (ME620 PROGRAM, SAMPLE PROBLEM A) FIGURE 3.8-108
/ ---
I """ \ ( ) I
/
LIMERICK GENERATING ITATION UNITI 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SIZE AND TEMPERATURE CONDITIONS OF SOLID STEEL SPHERE (MEl20 PROGRAM, SAMPLE PROBLEM B) FIGURE 3.1-107
y 20 x
© .2"
.2975" .3950" .4925" 14 .5900 ~ 2 LIMERICK GENERATING STATION UNITl1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT MODEL OF SOLID STEEL SPHERE (ME620 PROGRAM, SAMPLE PROBLEM B) FIGURE 3.8*108
100 ID u.. 0 w a:
- J I- IO
<( a: w Q. ~ w I- MEM3 40 000000 REF3.9-13 20 oL....~~~'--~W..llll!ll!IC:....:1--~~~1._~~--lL-~_.___..~'--~~-.JL-~~-1~--lL-~--1 10 30 40 50 100 200 300 400 500 1000 2000 3DDD TIME (SECONDS) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TRANSIENT TEMPERATURE RESPONSE OF A SAMPLE PIPE FIGURE 3.9-1
LIMERICI\ so. I SHRllUD SUPPClH 2 CClRE PLATE J SHRllUD HERO
- UPPER SHR!lUD s SHAO HO TCl H r LVL JAR U1 a_
30. w -L u z w a: w u.. u.. Cl 10. w c:c U1 U1 w c:c a_
...:..!.L
- 2. 4. 6. 8.
TIME AFTER BREAK.SECONDS LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TRANSIENT PRESSURE DIFFERENTIALS FOLLOWING A STREAMLINE BREAK (SHEET 1 OF 2) FIGURE 3.9-2 Rev.5, 4/96
LIMLRICK 20.1-------+-------+--------i 1 AVG CHANNEL-~~ L BOTTOM 2 TCIP GUIDE
> MOT CHANNEL I~ .L BCHTDM
........ -~ Cf) a_
- 10. ---
w LJ z w a: Lu LL LL D -L o. w a:
- J Cf)
Cf) w a: a_
- I 0. LL-'--1-LL..1.....J.....JL...L.,..L-_ _ _ _ _-L_----~--------;:---- ..::!.!...
- o. 2. 4. 6. 8.
TIME AFTER BREAK-SEC LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TRANSIENT PRESSURE DIFFERENTIALS FOLLOWING A STREAMLINE BREAK (SHEET 2 OF 2) FIGURE 3.9-2 Rev.s. 4/96
1800 1600 u - ~ 1400 1200 (J 0 1000
...I w > 800 c
- > 600
...I LL 400 200 0
300 IV Q. w a: 200
~
w a: CL. 100 ~ w 20,000 (J a: 0 LL ~ 0 10,000 ID ...I w 0 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 TIME (sec) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL RELIEF VALVE TRANSIENT FIGURE 3.9-3
I ~---+'--+--STUii SEPllllATilll SEPARATOR ASSEB.T STEM SEPAIUTOll } llOLD DOlll 1111. T ------f/,,;M.~.....i STAllDl'IPE SllmlD CORE SPRAT NOZZLE----~~~ COIE *llAY PMGO*;I --====:::j:Li(J TOP FUEL GUIDE------....,.....;r...;.. POWEii llAllGE DMCTOI OR Sll&'lh CllT 1'JIE -----*ff-1---->-----llEClllCULATllGIATER OUTLET llOZZLE REACTllll vnsn v **-+-----lllOUD U'f'OllT
,..r'H--+----- JET Piii' IELLOIS SEAL
"""""""".,....,_....,..____ ~FFU£1TIAl.l'll£SSUIE lllOZZI.£ LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT COITllDI. 1100 lllllVE REACTOR VESSEL CUTAWAY llOUSlllC FIGURE 3. 9-4 Rev 08 1V98
REACTOR CORE SPRAY COOLING SPARGER$ CORE SHROUD DOWNCOMER FLOW REACTOR PRIMARY VESSEL FLOODABLE SUCTION CHAMBER VOLUME THROAT (MIXING SECTION) FROM TO RECIRCULATION ~ RECIRCULATION PUMP ~....~~~ PUMP LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REACTOR INTERNALS FLOW PATHS FIGURE 3.9-&
FUEL ASSEMBL V PERIPHERAL FUEL SUPPORT (NON-REMOVABLE) ORIFICE GUIDE CORE PLATE ASSEMBL V ORIFICED FUEL SUPPORT (ONE ORIFICE SHOWN) ORIFICE SPRING ORIFICE COOLANT FLOW PERIPHERAL FUEL SUPPORT FUEL ASSEMBLY ORIFICED FUEL SUPPORT GUIDE TUBE AND FUEL SUPPORT ALIGNMENT PIN CORE PLATE ORIFICE (1 of 4) COOLANT FLOW CONTROL ROD GUIDE TUBE LIMERICK GENERATING STATION CENTER LINE OF FUEL SUPPORT UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FUEL SUPPORT PIECES FIGURE 3.N
. HOLD-DOWN CLAMP DRIVE NOZZLE SUCTION INLET THROAT INLET RISER PIPE INLET DIFFUSER OUTLET L.---__.
LIMERICK GENERATING STATION UNITS 1 & 2 UPDATED FINAL SAFETY ANALYSIS REPORT JET PUMP FIGURE 3.9-7 Rev. 10 10/00
STEAM DOME© STEAM DRYER ISOLATION
~
0 0
..J z RECIRC 0
I-
..J
- '.)
u a: u w a: u w a: LIMERICK GENERATING STATION UNITS 1 & 2 UPDATED FINAL SAFETY ANALYSIS REPORT PRESSURE NODES USED FOR DEPRESSURIZATION ANALYSIS FIGURE 3.9-8 Rev. 10 10/00
I l
-'II I
BOUNDARY u U')
=:i A
r '
<{
I
~""'~ iI I I I
I -l-r+ I I I pJ
- M aJ l-\.
µ -~
M lo.. i.- SN:BBER aJ
- I I
AISC B31.1/831.7
+ y Lx BOUNDARY A ELEVATION (HANGER)
I BOUNDARY FORCE FY ELEVATION (SNUBBER) BOUNDARY Lx FORCE FX A
** A **
BOUNDARY
~* A
--11 AISC B31.1/B31.7 AISC u en
=:i I
I I I I Iv I I 0
~
I I I I M H :+fi - aJ I - M aJ
- I I I I
I I M I ~'T * ..... I cc
- I I
-* t *~*
M cc I - I I I / '\. I I I I I y I ~ISC .. ~ .a BOUNDARY A I *
- uJ I
ELEVATION
~~UNDARY B (ANCHOR)
ELEVATION BOUNDARY FORCES FORCE MOMENT FX FY BOUNDARY (TWO-WAY RESTRAINTS) FX FY FZ MX MY MZ A B
** ** A
- INDICATES DIMENSIONAL LOCATION OF 831 1/831.7 ELEMENTS
** INDICATES LOADS IMPOSED ON THE 831.1/831.7 BOUNDARY ***INDICATES 831.1/831.7 BOUNDARIES llNCLUDING WELD, IF ANY) 831.1 CODE FOR NON-NUCLEAR PIPING SYSTEMS.
SNUBBERS ANO COMPENSATING STRUTS ARE CONSTRUCTED TO THE REQUIREMENTS OF ASME SECTION Ill, SUBSECTION NF NOTE 1: EXAMINATION OF FULL PENETRATION WELDS ON ALL PRIMARY MEMBERS (WHETHER B31.1, B31.7 OR AISCI 0 F NUCLEAR CLASS 1. PIPE SUPPORTS SHALL BE EXAMINED ONCE BY MT OR PT AND VISUALLY LIMERICK GENERATING STATION EXAMINED THEREAFTER AS PART OF THE ISi PROGRAM, IN ACCORDANCE WITH ASME SECTION XI. UNITS 1AND2 NOTE 2: FOR NUCLEAR CLASS 1 PIPE SUPPORTS. ALL WELDS, UPDATED FINAL SAFETY ANALYSIS REPORT OTHER THAN FULL PENETRATION WELDS, INCLUDING THOSE WITHIN AISC JURISDICTIONAL BOUNDARIES, SHALL BE VISUALLY EXAMINED AS PART 0 F THE ISi JURISDICTIONAL BOUNDARY PROGRAM, IN ACCORDANCE WITH ASME SECTION XI. BETWEEN PIPE SUPPORTS AND NOTE 3: FOR NUCLEAR CLASS 2 AND 3 PIPE SUPPORTS, ALL SUPPORTING STRUCTURE FOR WELDS, INCLUDING THOSE WITHIN AISC JURISDICTIONAL SUPPORTS NOT FURNISHED BOUNDARIES, SHALL BE VISUALLY EXAMINED AS PART WITH NSSS OF THE ISi PROGRAM, IN ACCORDANCE WITH ASME SECTION XI. FIGURE 3.9-9
t *
~
I I BOUNDARY u (/)
~
A r ' I I
~~
I I I +-r+ I I JJ LL z *** ~ ~
+
ELEVATION ELEVATION (HANGER) ---**----- BOUNDARY FORCE (SNUBBER) BOUNDARY FORCE
--*-**----F-..Y_ FX A
t------~--------~--~~---+--*~*----------'------'----1 ** A
------------"'.~---BOUNDARY
--1f\.-1I A...1s~c-"-.__......;......;......;...;~~1~r-- AISC
*** A
---- m I u
NF (/)
~
It-===",=~==='--, 1*
~
I
- I I
I I I --* * * : I :I LL
- I. z
-- '\. t *~*
I I f I * / ....
- 1 I -~
., I I I I I ----'--1,__~_ _.,_~- BOUNDARY A
t:=;====;::;;;;;;=*=;;;;;;;;;;;;;;y;;;;;;;;t I AISC ..... A.. ~ ~~UNDARY B ELEVATION I * (ANCHOR) ELEVATION BOUNDARY FO~CES FORCE BOUNDARYl----i..--~--+--..,.;....--.-~ MOMENT (TWO-WAY RESTRAINTS) i-------1-...;.F-'-X~_.F....:Y-1 FX FY FZ MX MY MZ A ** B ** A
- INDICATES DIMENSIONAL LOCATION OFNF ELEMENTS
** INDICATES LOADS IMPOSED ON THE NF BOUNDARY
***INDICATES NF BOUNDARIES (INCLUDING WELD, IF ANY)
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT JURISDICTIONAL BOUNDARY BETWEEN PIPE SUPPORTS AND SUPPORTING STRUCTURE FOR SUPPORTS FURNISHED WITH CONTROL ROD DRIVE SYSTEM AND TIP SYSTEM FIGURE 3.9-10
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL BENCH BOARD FIGURE 3.10-1
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT INSTRUMENT RACK. FtGURE 3.10-2
- TYPICAL ACCELEROMETER LOCATION LIMERICK GENERATING STATlON UNITS 1 AllO 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL LOCAL MCI('.
FIGURE 11N
8 F*i I &* LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE l.tM}}