Text

Comanche Peak, Units 1 and 2 - FSAR Amendment 107, Figures - Chapters 3, 4, and 5, Part 3 of 4
	ML16180A443
Person / Time
Site:	Comanche Peak
Issue date:	02/01/2016
From:	; Luminant Generation Co
To:	; Office of Nuclear Reactor Regulation
Shared Package
ML16042A346	List: ML16042A344; ML16180A424; ML16180A425; ML16180A426; ML16180A427; ML16180A428; ML16180A429; ML16180A430; ML16180A431; ML16180A432; ML16180A435; ML16180A436; ML16180A437; ML16180A438; ML16180A439; ML16180A440; ML16180A441; ML16180A442; ML16180A443; ML16180A444;
References
	txx-16006, CP-20160003
	Download: ML16180A443 (137)
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j_.Ac: E*UJ*.......

. , . . . . -AY C> l./'I ,.... 5.623 2. 125 * * * * * * * * * -AZ . ,.... (_'.) 0 0 . Ul 0 :zl.O od--a: cc wo _Jo Wm u LJ a: . A"/.. J.1. 0 0 . w Cl 1n . ::Z' 0 0 m I / '"-"'-...* 0 l. 000 t 10.00 FREQUENCY fHZl AMENDMENT 78 JANUARY 15, 1990 0 \} 50.0 COMANCHE PEAK S.LS. FINAL SAFETY ANALYSIS REPORT UNITS 1 AND 2 CONTAINMENT BLOG. REFINED RESPONSE SPECTRA FIGURE: 3. 7B-42 0 (/) ....... (J1 I)) t.l> 0 I\.) 0 b C) z w Cl" FLOOA RESPONSE SPECTRA FOA FIGURE NO. 1117-B 1.000 MRX. AT 1. 025 s. 5311

2.230 5. 970 tn 1. Ql&l 5. 277 SSE a DAMPING = 0.03 AT ELEVATION 10.00 AX: 1-S 11: VF.RT. AZ: E-li l:) 0 0 ..... . . . . . ..... . ::r 0 zO om -a: a: wo ..Jo wc\i u u a: 0 0 . .. . '. : . .' . . ....... . 783.58 FEET DIRECT. -RX -AY -AZ 50.0 0 0 . tn 0 0 . ;::I 0 0 . ('I') 0 0 . N 0 C> . . . . . . . . . . . -I ! t t I q 10.00 FREQUENCY tHZl AMENDMENT 78 JANUARY 15, 1990 COMANCHE PEAK S.LS. FINAL SAFETY ANALYSIS REPORT UNITS 1 AND 2 CONTAINMENT BLDG. REFINED RESPONSE SPECTRA FI CURE: 3. 78-43 CD 0 I\,) 0 b C") z FLOOR RESPONSE SPECTRA FOR 1. 000 g 4. 573 HAX.

3. 690 CJ U1 3.91.!S 0 0 . 0 zO om ._.. a: a: wo _Jc: Wru u u CI 0 0 FIGURE NO. 1302-B -AT 6.360 6.360 6.250 SSE: -AX: E-w DAMPING AT ---_10.00 A 'I: V lRT. AZ.: N-S = 0.03 ELEVATION 899.50 FEET 1 T DIRECT. l -FIX o -RY -AZ i-m I I ;2 0 I I 0 0 N 0 0 0 r:::..---

0 a 0 1. 000 .

FREQUENCY 8 10. & I ci 00 (HZ l COMANCHE PEAK S.E.S. AMENDMENT 78 JANUARY 15, 1990 FINAL SAFETY ANALYSIS REPORT ITS 1 AND 2 AUXILIARY BLDG. REFINED RESPONSE SPECTRA F tGURE: 3.18-44 co lD 0 "-> p D C) z RESPONSE SPECTRA FOR SSE; ORMPING = 0.03 FIGURE NO. 1.000 MRX. AT g 0.8920 8.080 . 3.009 G.360 lf) 1. 120 8. 080 ,-... L'.) Q(T) .........

I-er: __Jc: Wf\J . LJ LJ CI gl 0 0 1308-B AT ELEVRT Il'JN _10.00 AX: .E-W Al: V EkT. AZ: N-S r--\ . . . . I .. I \ 4 5 6 7 2 1.000 10.00 FREQUENCI (HZl AMENDMENT 78 JANUARY 15, 1990 790.50 FEET -50.0 DIRECT. RX -Rl' -RZ .. jg 0 0 . 0 SPEC TR.A FIGURE: 3.78 45 co lD 0 I\) 0 b C') z FLOOR RESPONSE SPECTRA FOR SSEs <.:) 1. 000 g 3.087 HRX.

2. 903 lf> 2.731 C) C) . ::::t' 0 zO ......... a: a: wo _,o Wru u u a: C) 0 C) [.... _, 0 FIGURE NO. -AT 6.250 6.377 6.723 12116-B -.. ----Al : 1:-W ll: V lkT. . . . . . . . . . . . .* . * * ' I I DAHPING = 0.03 RT ELE,VATION

_10.00 -

N-S ... A'( 873.33 FEET -DIRECT. -RX -AY -AZ 50.0 C) 0 . ::::t' C) Cl . (fl 0 0 . ('\j 0 0 0 0 o I t I t 1 . 000 3 l! S l I q I 0 FREQUENCY lHZl to.oo

_____ _j AMENDMENT 78 JANUARY 15, 1990 S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 AND Z EL EC TR I CAL BLDG. REFINED RESPONSE SPECTRA FIGURE: 3. 78-46 0 (/) U1 CD LO 0 I\) 0 C'I :z FLOOR RESPONSE SPECTRA FOR SSEJ OAMPING = 0.03 FIGURE NO. 1250-B AT ELEVATION 778.00 FEET 1. ooo f t 1 r y 7 ? r 1 oo r r so. a I HAX. RT DIRECT.

=AX ..... ,.6_i G,3.1 AY

1n*l 1.01s e.mw A.I: t:-W ll: YEhT. Ai: N-S -AZ Ul I I i I ;:f' l.J 0 ocn a: a: wo _Jo wn'; u u a: 0 0 -----0 0 ::1' 0 0 . (I') 0 CJ . (\J 0 0 ..... 0 0 I

000 1 h i b I FREOUENCl IHZl 10. oo -to AMENDMENT 78 JANUARY 15, 1990 0 (,/) l1'I CX> l.O 0 l'V 0 b C') z FLOOR RESPONSE SPECTRA FOR FIGURE NO. ij51-B ,...... <.:> 1. 000 HAX. lj. 251.l

2. 851 tn 3.679 0 0 . ::r 0 z:o ocr> ...... a: a: wo _Jo Wru u u a: C) 0 -RT 7.080 14.93 9. 160 ol::: -0 SSEs Al: E-lii .. OAHPING = 0.03 AT ELEVATION 10.00 At: 'V EltT. A:l.: H-S : A:x -**A 896.50 FEET DIRECT. -RX -Al -AZ 50.0 0 0 . an 0 0 . :::r 0 0 . (l') 0 0 . (\J 0 0 ....... D 0 cil s t % i lei 1. 000 10. 00 FREQUENCY CHZl AMENDMENT 78 JANUARY 15, 1990 Fl COMANCHE PEAK S.E.S. SAFETY ANALYSIS REPORT ITS 1 AND 2 SAFEGUARDS BLOG. REFINED RESPONSE SPECTRA FIGURE: 3. 78-48 0 I.Ii -l)'l co l.C> 0 I\.) p 0 C> z FLOOR RESPONSE SPECTRA FOR FIGURE NO. 1. 000 C) 0 0 . tn 0 0 ::l4 0 zo oc:ri .__.. a: a: l.J.JO 0 _,J

Wru u u a: 0 0 ..... HAX. AT 0. 7139 I0.59 2.059 9.140 0.7312 10.59 I "":.. 0 t: ..;_ __ 0 . ... -458-B SSE1 OAHP ING = 0. 03 AT ELEVATION 10.00 ..... AX: l:-W Al: VERT. N-S . . . . :Ay 773.SO FEET DIRECT. -RX -RY -AZ 0 0 . ::l4 0 0 (Tl 0 0 . N 0 0 -0 0 o b I . 1\ I o 1. 000 10. 00 FREQUENC I (HZl AMENDMENT 78 JANUARY 15, 1990 f\E.PORJ l ,_ ' ., i i -*----'

0 U'.l U"I ()) t./.) 0 I\) 0 b C') z FLOOR RESPONSE SPECTRA FOR SSE1 FIGURE NO.

1. 000 MAX. RT 4

5 l 6 8. 3 3 0

2.130 9.480 t.n lL 176 6. 400 <..:> 0 0 ...... ;;j' 0 zo o<Yi -a: a: wo _Jo Wru u u a: 0 0 0 b: -:;=-=_,-

-0 1 l: t:-W A : Y t.l:CT *

A-.1 . . l'V'. OAHPING = 0.03 AT ELEVATION 918.00 10.00 ll-S DIRECT. -RX -RY -AZ 50.0 0 0 . t.n 0 0 . ::JO 0 0 . m 0 0 . N 0 0 ..... 0 0 I Io c:)I h I q t. ooo f REQUENC r CHZl 10.00 AMENDMENT 78 JANUARY 15, 1990 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYS!S REPORT UN I TS 1 AND 2 FUEL BUILDING REFINED RESPONSE SPECTRA ---FI CURE:

CJ (/) lJl co l£> 0 l'V 0 0 C) z FLOOR RESPONSE SPECTRA FOR SSE1 DAMPING = 0.03 l.J 1. 000 HAX. g f 1. 381 . 1. 708 U">-1. SSS I 0 zo ....... a: cr::: LUO (_.) u a: . 0 0 f I GURE ND. 420-8 AT ELEVATION AT 8.010 9.480 8.330 t> 9 7 1 00 ? ,----,--------,----r-----,-

I AX; E-W Al: Y ERT. AY-:

AY i: I 1 1 810.50 DIRECT. -RX -Al -AZ 50.0 0 0 . lf) C) 0 . ::J' 0 0 . ("} 0 0 . ru 0 D C> 0 . "-+----0 ' l l 3 4 3

1 00 0 1.000 Ff1EQUENCI CHZ l l1MENDMENT 78 JANUARY 15, 1990 Fl NA ;MM, CHE Pt=AK M-JA: r*-e .,,:_i:o:

>11 IS 2

5.00 4.5 ( \_ \ 4.00 \ l'\I ui .LA_,-_n_r DUE TO orLn LuSTORAGI

" 3.5 --I I \ 0 z 3.00 J \ 0 ..........

E-< 2.5 \ µ.:i I µ.:i u 2.00 I \ u 1.5 .M I "----DUE TO *. I orLn ULL STORAGE -\ 1.00 r/ 7 ,_______

0.5 ,/ --0.00 1.000 2 3 4 5 6 7 8 9 2 3 4 50.0 10.00 FREQUENCY (HZ) COMANCHE PEAKS ES FINAL SAFETY ANALYSIS REPORT SSE FLOOR RESPONSE SPECTRA UNITS 1 AND2 FUEL BUILDING EL 918.25',

EAST-WEST (AX), 3% DAMPING REFINED RESPONSE SPECTRA FIGURE 3.7B-50AA dsOOOOkv.dgn 140 5.00 4.5 4.00 I \ I \ 3.5 \ I 0 z 3.00 I \ 0 ..........

E-< 2.5 J \ µ.:i µ.:i I u 2.00 I \ u 1.5 I SP SCTRA \ DUE TO HIGH I >ENSITY i 11-< .,.,., 1.00 y ----/ 0.5 ,.,, _...-0.00 1.000 2 3 4 5 6 7 8 9 2 3 4 50.0 10.00 FREQUENCY (HZ) COMANCHE PEAKS ES FINAL SAFETY ANALYSIS REPORT SSE FLOOR RESPONSE SPECTRA UNITS 1 AND2 FUEL BUILDING EL 918.25',

NORTH-SOUTH (AY), 3% DAMPING REFINED RESPONSE SPECTRA FIGURE 3.7B-50AB dsOOOOkw.dgn 142 0 {/') fJI co 4.0 0 l'V 0 b C) z z 0 <( 0::: w ......J w u u <! 0 L() 0 ";! 0 0 fYl 0 0 N 0 FLOOR RESPONSE SPECTRA:

SSE AX: N-S AY:VERT E-W DAMP I NG VALUE = 0.030 ATION 838.0 -r r l T -1-l 1 -r --1 -l r r T I I 1 I l l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l I I I 1 I I I I I I I _________

... _ -'-______ _! _ _ _ L ___ L __ _j __ .l -* _! __ I _ _J _ _ _ ___ -* ____ .1 _ _ ___ L ____ .J _ ... -* J _ -* _ L __ I __ 1. *-.l _ J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' r r ; -t ., --t i-., '1 r ' ,. I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _____ J _____ L ___ L __ J __ !_ J ___________

J____ L ____ J ___ J ___ L ___ L_!_ I I I I I I I I I I I I I I I l I l I I I l

, I I I I I --r 1---1 I I I I I I I 1 r r i T I I I I I ------------L------J-----L---L--J--

1 l AX I I I I I I I I I -------,-----i --i ---I -1-T I I I i l l J I l I I I I I I 1 -1 f T i -L----J ___

1 I I I 0 If) 0 0 0 fYl 0 0 (\j 0 0 0 0 2 3 4 5 f, 7 89101 FREQUENCY 2 3 N (HZ) AMENDMENT 78 JANUARY 15, 1990 4 5 6 7 8 9 1d' COMANCHE PEAK S,E,S, FINAL SAFETY ANALYSIS REPORT UNITS 1 AND 2 SERVICE WATER REFINED RES SPECTRA Fl 3, 78 *50B 0 Vl ....... U1 C>> U) 0 ('..) 0 b 0 z -.. 0 z 0 <( 0::: w __J w u u ...:! 0 0 0 N 0 0 CJ DAMP ING VALUE 0.030 FLOOR RESPONSE TRA: AT ELEVATION 782.0 AX:N-S AY:VERT AZ: ------------r------,-----r---r--,--T-,--r,------------,-------r----,---,---r--r-T-,-

1 I I I I I I I I I I I I I I I I I I I I I I I I I J I I I I I I I I 1 I I I I I I I l _ -J L L J l __ I __ I_ .J --------J. ------L _J -J _ L _I_ -.L l -I I I l I J I I I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I l I I I I I I I I I I I I I I --

--4 -r -r--4 --t 1 -r --4 --4 -r -r T I I I I I I I I I I I I I I I 1 1 I I I I I I I I I J I J I I I I I I I I I I I I I I I I ! I I I I I I I I I I I I \ I

___ J_ I 1 I I I I I I I I I I AY I I I : I I I I I I I I I I I I I I -i -I--1--i -t -1--i I I I I I I I I I I I I I I I I I J I I l I I I I 1 : c J : :-: '. : : ---1 p. ------r ::::::;:r--

t ! l t I I I I I I I I -t -i -i 1--1-+ -t I I I I I I I I I I I I I

---1-' I 0 0 l'<J 0 0 N 0 0 0

.............

.......

0 10° 2 3 4 5 6 7 8 9101 FREQUENCY IN (HZ/ 2 AMENDMENT 78 JANUARY 15, 1990 4 5 6 7 891Cf PEAK S.E.S. FINAL SAFETY ANALYSIS UN ITS 1 ANO 2 SERVICE WATER REFINED RESPONSE SPECTRA FIGURE: 3.78-50C INSTROCTURE RESPONSE SPECTRA FOR: z -0 LO N 0 0 . 0 (_)O u...: a: 0 I.I) . 0 0.30 STEAM GENERATOR SUPPORT SSE EARTHQUAKE DIRECTION:

X EQUIPMENT 0.02 RESPONSE SPECTRA OUE TO NODAL TRJ..NSLAT!ON:

AX: N-S AY: VERT. AZ: E-W 0.45 o.so 0.75 o.so PERIOD-SEC Amendment 68 February 15, 1988 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ItlSTF.UCTURE RESPONSE SPECTF.A

. STEAM GEN:ERATCR SUPFORT X-EARTHOU AKE ssr:, 2 PERCErqT DAMPING FIGURE 3

7B-S l INSTROCTURE RESPONSE SPECTRA FOR: 0 LI') . 0 0 . 0 U') "? -C!> 0 UC u* -a: 0 Ill . 0 STEAM.GENERATOR SUPPORT SSE .EARTHQUAKE DIRECTION:

Y EQUIPMENT DAMPING:

0.02 RES?ONSE SPECTRA DUE TO NODAL TR.A.."iSLATION:

AX: N-S AY: VERT. AZ: E-W Amendment 68 February 15, 1988 0.75 a.so COMANCHE PEAK S E. S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 -* * .c. .C.'-.o.

" STEAM GENERATOR SUPPORT .Y-EARTHQUAKE SSE, 2 DAMPING FIGURE 3. 7l3-52 INSTRUCTURE RESPONSE SPECTRA FOR : 0 z -0 I.I.) . 0 0 . N -0 uo u..: a: 0 Ill . 0 SUPrCRT SSE 0 l Rf:CTtON:

Z a.oz RESPONSE DUE TC N-S FH': VE:'IH. E-W Amendment 68 February 15, 1988 0.75 o.so COMANCHE PEAK S. E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 INSTRUCTURE RESPONSE SPECTRA STEAM GENERATOR Su?PCRT Z-EARTH UAKE SSE 2 PU -FIGURE 3. 7B-S3

= G > CONTROL BOARD ANNUNCIATOR 0 0 0 FREE FIELD / / / / 0 T A SENSOR SEISMIC INSTRUMENTATION RACK (CONTROL ROOM) LEGEND TIME HISTORY ACCELEROGRAPH G RECORDER 0 CONTROLLER 0 SCREEN DISPLAY 0 PRINTER 0 COMANCHE PEAK SE S UPS FINAL SAFETY ANALYSIS REPORT UNITS I AND2 Amendment 102 SEISMIC INS1RUMENTATION SCHEMATIC DIAGRAM FIGURE 3.7B-54 fsOOOOOv.dgn L I.-.. 1 L 1* x I 12 \.... R.__

R-E * * 'l I R-11 r .L I I I --)( R ..__, CASE 1 M \.... I I e x I R-if? I X ! 11 R I R-IH CASE*

t 1 R I .1 I R f Fl. rz l-R Lli? .....__,,,,.

CASE 2 M .)( R i -;-.. 1-L....l x CASE 3 R I ' R t jlj..,.__R R-11 11..._R i i t R LEGEND L -Allowable Spad t

1* I ! l t t.. ,rz -.+ M -Moment ,.!!

R-11 A .,.._I I R-..11 R...,_ '-'I' CASE 5 THERMAL EXPANSION LOOP M( r--c, R .. ,,,, .....,__

"--"" M M SPECIAL THERMAL CASES CASE 8 CASE 7 R -Reaction Force X -Distance to Guide 6 = Thermal Movement COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SIMPLIFIED DYNAMIC ANALY. FOR PIPING SYSTEMS FIGURE 3. 7B-55 AMENDMENT 4 .lANllARY 11 1Q7Q

G'l "Cl t-< m H H"J H WO * :J;:J -...j >-3 trJ H ::.z I 0 I-' c: trj 11 z p () ro (/) x z m z t:.! --I(') a -t -< ::i: en >>-m Q) )> IJ :::> !'..(* m a.. (/) p N (/) 7' :::0 (/) m* IJ rn o .en . :::0 . -; 0 z u) 0 .... &.LI ....I 'W (.) (.) lit c( ...J c( er:: .... (.) 0 &.LI

CL I"'.> U) lL 0 z 2 !:!:: ....I 0 I " \ 2.5 Hz 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 PERCENT OF CRIT lCAL DAMPING AMPLIFICATION CURVES USING LEAST SQUARE POLYNOMIAL FIT OF FREQUENCY CONTROL POINTS FOR HORIZONTAL GROUND RESPONSE SPECTRA

y DIES£L FUEL OIL TANKJdCONTAINMENT TRUCTURE REACTOR Kt.t<E-UP r NIT No.2 WATER STORA8! TANK w*-r-feffilol NG , I . .J I UNIT No.2 ; REFUE1..IN8 WATER STORA8E TAHK COMOENSATE__/

STORA8E TANK Pl PE TUNNEL (.!) z 0 ...J ::::> m w z iii a: ::::> i l B FUEL BUILDING AUXILIARY E:fulLDING-UNIT No I IESEL FUEL OIL TANKS REACTO!{

UP WA HR STORA.&!:

TANK ._ _____ _,,EfUfL1NG WATER STORAGE TANK ____..,__________ EG UAR OS BUILDIN_G

___ _.,,L.. .... ....,. UNIT No. I PIPE TUNNEL CONDENSATE STORAGE TANK _____ ,.... H I ..__._..

CONTROL ROOM COMPLEX BAYS z ..... z ::::> ? , ,5?, .. Kf .. , .'9°. , , F?0, , , *2f'1 ,39° SCALE IN FEET COMANCHE PEAK S ES FINAL SAFETY ANALYSIS REPORT UNITS PLANT ARRANGEMENT Fl(]l IR[ 3. 8-1 TURBINE BUILDING SAFEGUARDS BUILDING EL.896*-4 11 EL8731-6'1 EL.852' .. 6" 30'*011 EL ao3'..o*

EU7521-611+/- SECTION A-A 10 e O IO 20 80 40 t50 80 70 80 90 100 110 120 150 l40 lt50 Uml I I I I I t I I I l I I I I I SCALE IN FEET .,. !\'E> ""(()

1.D. CAVITY STRUCTURE

.. .. ,.'O 8601*(' COMANCHE Pt i.\i\ S E.S FINAL SAFETYANA!.'*7*:::15 REPORT UNITS 1 2 PLANT ARRANC:EMENT

-* ... . .. SECTION A--:-A Fl()( IRl 3. 8-2 EL. '!'.OI01-a11 EL.8731-411 " ...-----:

EL.83d-011 AUXILIARY BUILDING SECTION 8-B 10 5 0 10 20 30 40 :so 60 70 80 90 100 110 120 130 140 150 tJwl I I I I I I I I I I I I I I I SCALE IN FEET EL

<D*1 EL 860'-o'*

ELS42:o'

//,(;;;;-::,'//

FUEL BUILDING

-i COMANCHE PEAK S.E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRUCTURAL PLANT ARRANGEMENT SECTION B:=.E__ __ Ž FIGURE 3

8-3 EL.77-i1-011 SAFEGUARDS BUILDING CONTAINMENT STRUCTURE FUEL BUit.DiNG E.L SECTION C-C INTERNAL STRUCTURE OF CONTAINMENT

'W 1p lo lo j=9:?P-3-°

)o ,o 10 11p 'i° 110 170 SCALE IN FEET (EL EL EL 6iZ '-011 EL.86Q1-011 COMANCHE PE AK S E S FINAL SAFETY ANALYSIS REPORT UNITS 1 a11d 2 STRUCTURAL PLANT ARRANGEMENT SECTION C::C

3. 8-4 DOME X 6\11LONG -ANCHOR

%"LINER fl (TYPE.,H4 11 BY NELSON STUD CO) WA :: 0

<r %"LINER-OYLINDER

.r.:: ....... . ..... 1TYPICALJ I ARRA GEMENT OF \ _ ANC!OR STUDS 1351!.. d' 1.0. --MAT SEE DETAIL 2 SEE DETAIL 3 2!.6" CONCRETE ON M"T LINER CROSS SECTION PLAN (AT MAT) SECTION I -I {TYP) ri fi LL LL OR TYPICAL ARRANGEMENT OF ANCHOR STUDS IN WALL 8 DOME = LEAK CHASE CHANNEL LEAK CHASE ANGLE I I I ' cl:' ( I 4 DETAIL 2 DOWEL (SEE SECTION A-A FIG. 3*8-10) c* y,\1JER t covElE U*, 6t ... LEAK CHASE CHANNEL TEE i DETAIL 3 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 CONTAINMENT LINER DETAILS FIGURE 3. 8-5 SECTION ELEVATION DETAIL I CRANE BRACKET (TYP) REINF. BA LI NE:.R. F. 1" TH1cK t:NEo rt [B3EJ SECTION A A DETAIL 2 RE-INF eAf5' _fil / CADWELD SLEEVES DLTAlL 3 y i"r-t.

N B-B 1/ 7 (EQUIPMENT HATCH SEE FIGURE 3.8-9 (PERSONNEL AIR LOCK SEE FIGURE 3.8-9 PLAN CRANE BRACKET(TYP)

SEE DETAIL I DETAIL 2 C01'Ji. ACCESS RoTAT I-JG =LAT* foRM BRACK.ET (HP.) 5E:E:. OETA L 3 COMANCHE PEAK S E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 CONTAINMENT LINER DETAILS FIGURE 3. 8-6 llH[Q t**** A ---ll._ -ANCUOR LUGS *sLHVt: _,. * .._ ____ lL_. COLD PIPE PENETRATION

n-""---LINER ..... INStOE CONTAINMENT SLC(VE 11 I I I ( ?==-t '----1""ANCJIOR LUGS _ .. ,.t\ HOT PIPE PENETRATION 0067Ct' EPS LINER j_. -CONT41NMCNT su:cvE =1r o-:--*--1 (INSULAflON b' I I I I Ii *ANCttOR LUGS MULTIPLE PIPE PENETRATION Amendment 68 February 15, 1988 COMANCHE PEAK S.E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 AND 2 CONTAINMENT TYPICAL PENETRATION DETAILS FIGURE 3.8-7 I " I

I " I u t .. I

I "' I " I t TRANSFER CANAL LINER EXPANSION JOI NT VALVE t *:*. :--;.*: I (.:* .. *. ,41.' * .

........

.6* ** .! :: SLEEVE EXP ANSI ON JOI NT PENETRATION SLEEVE ... * .. .... *.

o .. ... :**:.* FUEL BUILDING SECTION AT REFUEL CA VI TY LINER EXP ANSI ON JOI NT FUEL TRANSFER TUBE BLIND FLG tfl. 826'-6%" -

& FUEL ANCHOR TRANSFER CANAL SLEEVE WELD NECK FLANGE THICKENED f£. FL.EX! Fl LJ __ ER CONT Al NMENT LINER CONT Al NMENT BUI LOI NG I -------1 DETAIL A +.-I . l I I I I I I I I I I I L CONT Al NM ENT LINER ELECT RI CAL PENETRATION (TYPICAU

-+ PRESSURE GUAGE 1 ---HEADER PLATE 0-RINGS DETAIL A LEAKAGE MONITORING (TYP) COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FUEL TRANSFER TUBE PENETRATION AMENDMENT 77 SEPTEMBER 8, 1989 CONTAINMENT TYPICAL PENETRATION DETAILS FIGURE 3.8-8 1FSAR87012A

+ ., I " I " I u I

/

I re{ r \ + I I I

I \ ' \

ELEVjllON EQUIPME:

T ttATCH OOUILl GASKETEO BOlT£D HATCH COVER, THICKENED LINElt l L 2323-52-0504 2323-51-0504 0067CH EPS SECTION A-A I I I / HATCH COVER DETAIL C _ _/ ELEVATION PERSONNEL AIR LOCK THICl<ENED LINER ""\ t-ai SECTlON C-C

.. Clo Amendment 68 February 15, 1988 SECTION B B COMANCHE PEAK S.E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 AND 2 CONTAINMENT ARRANGEMENT OF AIR LOCKS & EQUIPMENT HATCH FIGURE 3.8-9 LINER INSIDE CONTAINMENT OUTSlDE CONTAINMENT SHEAR BARS =Itta RADIAL SHEAR BARS VERTICAL REIN 18BAR* I .... @512"+/-UPTO EL. 8721-011 4 t! II 11 +/- ABOVE LaJ LaJ C/) _J C\J wl W<X> t-1 f'i LaJ w a::: ct: .... ::::> <l (!) ::e u: a::: 0 LL :zr I VERTICAL REINF.-*ISBAR

@51211+/- UP TO EL.65G'-O" 1111 +/-ABOVE oo (SEE FtGURE 3.8-11 90° r 1eo* 270° ,,,...,.,,..,

'-'"" I I QO EL.IOOO!.il"

- - -I I I * *

111 L . .. . . "

I Ill I I #(0 ADD'L /SHEAR BARS EL 611 I A EL.805!..6" REINF.#18BAR 611*SPACING UP TO EL.822':

ONLY t.:Lo1AGONAL REINF:-___.

8 RADIAL SHEAR BARS-4 'x I' WELDED TO VERTICAL

°*18 ARS PRIMARY CONTAINMENT DEVELOPED ELEVATION

"!;, A DD'L SHEAR.

t ... VERTICAL REINF. COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SECTION A-A CONTAINMENT TYPICAL WALL REINFORCEMENT SHOWING MAIN RESTEEL IN CONTAINMENT WALL

, I I I I I / I I I / / / / / / /' /

STEEL TENSION RIN --(i:iMA I ' \ "'"V'"" wrv,s t-18-TOP S BOTTOM --RADIAL BARS CADWELD SLEEVES -SECTION_

B-B STUDS RADIAL(MERIDIONAL)

BARS IN DOME ARE CONTINUATION OF VERTICAL WALL BARS \ \ .=s2.R1WIJNE

18-4 Op8Bo1 .,.01tf \ \ \ \ ..-} ' ' "' "-... __ / / / ,,,.,,,,,

'-...,.. --DOME REINFORCEMENT-PLAN SHOWING MAIN REINFORCEMENT

.-_

.. ____________

, ________

' / / LINER t. DIAGONAL REINF.. c I u SECTION A-A FOR TYPICAL MAIN WALL REINF. SEE FIGURE 3. 8 -10 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 TYP ICAL DOME REINFORCEMENT

.n--...--°"-;t<*

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* * *

e SPRl1v'4 Ll/llF

* *::::I : :.+ ... _\ .. .. ' < (\i * *

SHEAR TIES-UNIT I SHEAR TIES-UNIT 2 SECT CONTAINMENT WALL PART ELEVATION MARCH 31, 1980 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 TYPICAL '.JALL SHEAR TI ES NEAR SPRING LINE-EL 10001-611 FIGURE 3. 8-llA LL: w a:: _J u.; z ijJ 0::: Q.; \ <( <<:) 0 _<{ .. a:: 0 0 :c I f / ; '\,rF/ \ '\\\\' a:->-t: -:c (..) <{ w LL: z [ij a::: J I ARRANGEMENT OF MAT* REINFORCEMENT-PLAN I It II _, LO 0 CD _j w L__JI -C\I U..: w-a::fn 0:::0:::

<(U) U) <{ I <( z 0 .... u w (/) COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 YPICAL MAT REINFORCEMENT VERTICAL REINF* ELEVATION MAIN RE INF. I.I.: z L&J a::: _J <C( z 0 N a::: 0 :c ELEVATION SECONDARY REINF. REINFORCEMENT FOR PIPE PENETRATIONS DIAGONAL RE I NF. RADIAL R (FOR M.56 & PIPE PENE (_ HORIZ REI NF. SECTION COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ----CONT.AfNMENT TYPICAL REINFORCEMENT

___ .. FIGURE 3. 8-13 I HORIZONTAL REINF. ICAL RElNF. RADIAL REI NF. \ } A1 re Bl

.... / C JRCUMFERE.NTIAL REINF. ELEVATION MAIN REINF. REINFORCEMENT FOR EQUIPMENT HATCH CIRCUMFERENTIAL REINF*. SECTION A-A *:J:** SECONDAfft REINF. PERSONNEL AIR LOCK &. EMERGENCY AIR LOCK SECTION B-B COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 CONTAINMENT TYPICAL REINFORCEMENT AT

____ .. ___ ....... ------... -*-*-------,--:::--------*

COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 CONTAINMENT INTERNAL STRUCTURE

FIGURE 3. 8-15 c,, -:::, 0..

.. --.-----REACTOR J "'--! /r--1 , ;(......REACTOR SUPPORTS LJ SEE FIG. 5.4-10 SUPPORTS f' l 1* j j; .

. :** t I I . I : I I J. ; I '-...R.C PUMP AND STEAM GEN:f*RA TOR PtPf COldM NS SEE ;:-!GURES 5_4-11 t. 5.4-12 ;3 *A.NCf-t9R

.. -'r i30L1S ' i i--:v $ _,.,._ _ RC PUMP H STEAM GEN. VERTICAL SUPPORTS L -*---*

,._

--------

6-*o ?'* I 1 I -. A L_. . y. '() .* -0 * , _--.. ,, Jy*** .-._, -.* * . ---l N SERVICE . . : :-* . ' I

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1 .. .6. . 6. ,.

VENTEI?>

REACTOR * .. -SURPORT J i ,

SECTION 2-2 PEAK S.E.S. SECTION 1-1 FINAL SAFETY ANALYSIS REPORT UNITS 1 ;Jnd 2 REACTOR SUPPORTS R.C.PUMP

& S .. VERT.SUP1T I FICiURE 3. 8-1 7 I CADWELD SLEEVES i\1 ----____ _, ""'---+------+-

RE BARS TYPICAL R.C.PUMP TIE ROD SUPPORT ( SE E FIG. 5 .4-12 ) --r----v----ANCHOR_/

BOLTS PLAN I , . ""

. f ,'. ..... ../ . / ,,

"' / / , , " / / / </ STEAM GEN-LOWER LATERAL SUPPORT (SEE FIG. 5,4 II) COMANCHE PEAK S E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 .

PUMP TIE ROD

....

. .,. .* -...... ----**'*--*-..-"'*'"*

_. .. .-

CPSES/FSAR 931 FIGURE 3.8*19a HAS BEEN DELETED Amendment 93 February 1, 1995

To 1_ VE.s'ilE1...

TIO FAc.I: H a FLA'-'GE. __h.s.ll_8.1Qf:i

.. !: NP_ VERT ct

, 11

AMENDMENT MARCH 30, 1979 LiMti Sw1TCH COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 GENERAL ARRANGEMENT I PERSONNEL AIR LOCK J 3. 8-20 f PRESSURE TE5T 8HOLE TO BE LOCAiED AFTER AS5EMBL '< OF MSKET NOTE: GA$KE.T CONF14URA'TION PAT

3,831,SSO AMENDMENT 5 MARCH 30, 1979 DOOF\ LOCK STRUCTUAL COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PERSONNEL AIR LOCK GASKET TESTING ARRG'T. SEC. FIGURE 3.8-21 Ml-0245 LOCKING RING CYLINDERS (INTERIOR DOOR) EMERGENCY AIRLOCK CPl-MEMEPE-01 CONTAINMENT PERSONNEL AIRLOCK CPl-MEMEPA-01 HYDRAULIC CPl-BSTNPA-01 HYDRAULIC TANK LOCKING RING CYLINDERS (EXTERIOR DOOR) 1 ; TYPICAL EPA DETAIL Ml-0245 CLASS I LUMINANT CPNPP GLEN ROSE, TEXAS FLOW DIAGRAM AIRLOCKS FINALIPRINT CP-11 N N co t;; µ.,

CP2-BSAPPA-02 HYDRAULIC PUMP2 CP2-BSTNPA-02 HYDRAULIC TANK A M2-0245 LOCKING RING CYLINDERS (INTERIOR DOOR) PERSONNEL AIRLOCK CP2-MEMEPA-Ol CP2-BSAPPA-Ol HYDRAULIC PUMP 1 CP2-BSTNPA-Ol HYDRAULIC TANK LOCKING RING CYLINDERS (EXTERIOR DOOR) tt (6) (6)

M2-0245 TYPICAL EPA DETAIL CLASS I LUMINANT CPNPP GLEN ROSE, TEXAS FLOW DIAGRAM PERSONNEL AIR LOCK FINALIPRINT

-CP-11 N N co t;; µ.,

N _.... I 270° I Re\: I

_!_ ..... CONTAINMENT RCP .. v:, t->""\ rv' q{'r, ..... .... ' <!: /'-...._

I *-,. I I I t. ..... // / //

00 r REACTO.--R I !-----I I I r--, I I J') I MIS-ORIENTED

'--** REACTOR VESSEL SUPPORT .y ' . B CORRECT ORIE.rJTATION OF REACTOR VESSEL SUPPORT (T'YP.) REACTOR VE PORTS TUSI -UNIT1'z 90° Amendment 91 April 15, 1994 COMANCHE PEAK S E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 -

LOCA Tl ON OF MIS-ORIENTED SUPPORTS FIGURE 3.8-24

"'

TOP OF BOLT EL.

I " -I

-I . I EL 819'-,,,-!.;,

.;-tlL EL 819'-4'"

_c __

.. __

___ ..

2 LEVE:LJNG STUD (.TYP) zk" 4' ANCHOR 80LT(A5TM A-540, GR.B-23)

.3'-IOLONG.

(DRILL 15 GROUT IN 4"4> HOLE. GROUT MATERIAL AS APPROVED EIY ENGINEER IN THE FIELD)

EL. 81:2.1-o

l I 111 E:L. 819-42 CHIP DOWN TO INSTALL 6ASE Ii. RE8AR6 -HEAT 45ENO THESE BARS DRILLING OF THESE BOLTS 51-1,ALL PRECEDE THE DRILLING OF INDICATE.D REBAR5 CUT OPENING IN LINER1 REMOVE ONE LINER TO VERIFY HEAT IMPACT ON CONG. ey q.c. CHIP TO LOCATE ::'"1 REIN!=. DRILL AND GROUT IN REBAR5. X+ LINER MAY BE RE.PLACED OR. OMITTED.

PATCH LINER A6 REQD. ALL AS DIRECTED 6Y THE FIELD ENGINEER.

4'-11N B-6ERIE5 I CADWELD_

_l____,___ El._810:.::r_

I ll'1 1 1x i;;,'z it?..

=p 4> HOLE a"z_ 111 5ECT. A-A (MASONRY) ffIGURE 3.8-241 L )JI,,, IEL8!9' 4k' SECT. B-B {fIGURE 3.8-24) (MA50NRY)

EL. 812:_()*

SECT. A-A (REINF.)

fFIGURE 3.8-:£41 s E c T B -B <FIGURE 3.8-24} (REINF.)

PLAN SECT. X-X Amendment 91 April 15, 1994 COMANCHE PEAK S.E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 UNIT 2 REINFORCED CONCRETE RPV SUPPORTS Leg ' ' Leg & Throat Appendix 3.BA -Figure 3-1 ,t Throat Irrelevant Indications A -A Transient Condition at end of weld. B -B Sound weld showing complete fusion Appendix 3.BA -Figure 3-2

'\ Overlap Appendix 3.BA -Figure 3-3 Overlap with visible fusion I A Undercut B Undercut Same Plane Appendix 3.8A -Figure 3-4 t c REACTOR PRESSURE VESSEL LUMPED MASS STEAM GENERATOR STEAM GENERATOR UPPER SUPPORT STEAM GENERATOR LOWER SUPPORT CROSSOVER VERTICAL RUN RESTRAINT (1) RCL GLOBAL COORDINATE SYSTEM fsOOOOOy.

dgn CROSSOVER LEG RESTRAINT (1) NOTE (1): BASED ON GDC 4, LEAK-BEFORE-BREAK APPLICATION (SECTION 5.4.14) THE LOOP RESTRAINTS ARE NOT REQUIRED AND MAY BE ELIMINATED.

NOTE: FOR UNIT 1, THE REPLACEMENT STEAM GENERATOR ACTUALLY HAS 8 MASSES DISTRIBUTED ALONG THE VERTICAL CENTERLINE, AND THE SNUBBERS HA VE BEEN ELIMINATED FROM THE UPPER SUPPORT.

REACTOR COOLANT PUMP REACTOR COOLANT PUMP SUPPORT CROSSOVER LEG RESTRAINT (1) Amendment 102 COMANCHE PEAK SE S FINAL SAFETY ANALYSIS REPORT UNITS 1 AND2 REACTOR COOLANT LOOP SUPPORTS SYSTEM, DYNAMIC STRUCTURAL MODEL FIGURE 3.9N-l PRIMARY NOZZLE (/') UJ _J _J a:i UJ ::::;:: "" w "" (/') <t (/') _J a:i <t w (/') UJ _J (/') a:: w UJ 0 :::i > u LI-10,450-9 VESSEL HEAD CORE BARREL FLANGE UPPER CORE PLATE LOWER CORE PLATE CORE SUPPORT PADS LOWER DOME COMANCHE PEAK S. E.S, FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ------*---------*-------

11 Reactor Pressure Vessel Lumped Mass Model x ACTUAL 8555-28 l PIPE WALL THICKNESS EQUIVALENT

--1 T (t) -----G_-----COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Through-Wall Thermal Gradients FIGURE 3. 9N-3

-(/) -I :z: -w _.J al ..;( C> -I -I < >< < :z: LU c => 1-_J a.. :z: C> ..... < 0:: al > < LU a.. 0 I-< LLJ a.. 10' 8 6 4 2 I<>° 8 6 4 2 io-1 102 HYDRAULIC INSTITUTE

... ....., -7*--. NEMA TYPICAL PUMP MANUFACTURER LIMIT WESTINGHOUSE J---WESTINGHOUSE

& NEMA NOTE: PUMP BEARING VIBRATION LIMITS AS MEASURED AT THE BEARING HOUSING 2 4 6 8 I Q3 2 4 6 8 I 04 FREQUENCY OF VIBRATION (CPM) 2 4 6 a ro5 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Westin.ghoUsemPump Bear1ng Vibration Limits Compared to Industry Standards 9N-4 ----------

AMENDMENT 21 MAY 21, 1981 19039-1 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Control Volume for Momentum Equation FIGURE 3.9N-4a.

EYEBOLT DRIVE ROD ASSEMBLY PRESSURE HOUSING **************************************************

- - LIFT ELECTROMAGNET ASSEMBLY MOVABLE GRIPPER ELECTROMAGNET ASSEMBLY STATIONARY GRIPPER ELECTROMAGNET ASSEMBLY DRIVE ROD ASSEMBLY LATCH ASSEMBLY PRESSURE HOUSING COIL STACK Amendment 102 PLUG RECEPTACLE ELCTRICAL LEAD TUBE MOVABLE GRIPPER CONNECTION TO RCCA COMANCHE PEAK S.E.S FINAL SAFETY ANALYSIS REPORT UNIT 1 FULL LENGTH CONTROL ROD DRIVE MECHANISM FIGURE 3.9N-5A OPERATING CO IL STACK ASSEMBLY ll026-302 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNIT 2.. Full Length Conrtol Rod Drive Mechanism FIGURE ON-!\ S u;x.l('lflf!E Ul"T l'Q..E OOIL IJTAC!i .ASSEMBLY Llll"r <<i1L cc1 ,.,. 1.IFT

!iMING

,.O'Jle.£ TUI!!! R.i.O: Ill!<<';

"'°".UUClillll'!'ell'\.IJllGlll!I Slf1il

._, .. WOii.iNK l,H(f"Pf 1/0WJU SlRPORf ft!lll! ---Q.F<IPl>l'i:R P<u 8"DffiCHARY Ci"'-W ¥m°""ll"t GR.f'l'!ll

!lrl'llNG

!llCIM !'1..-!W.J' -"""""° W.t.!ll<R lPeM L'.N: UNll.1'11' Amendment 102 COMANCHE PEAK S.E.S FINAL SAFETY ANALYSIS REPORT UNIT 1 Full Length Control Rod Drive Mechanism Schematic FIGURE 3.9N-6A ROO l'ltAVt:L HOUSING LATCH HOUSING 111NG ... ..

WIPIE *1/1:i'L.L:_--

COIL Sl'ACIC ASS'Y. FLUX IUHG wOYAILt 01111'1'1;111 lf'lllllG LOCK l'LllNG(ll MOVAll.C:

LATCH U*TCHl'lll LATCH Altll fl: UHICl'IH LATCH 1.lllK

+-!----1.0CK Wlllt: * +".._..;.....;..,_

__ IUl"l'OllT

'IVH lfOw.ILlt LATCH STATIOll#.11'1' Collll'l"l:ll flOU: 1'41--.i"'--

'I.Ult .llllK Tl/at Oflll'l'H

-1119

--l'Lllltlif.llJ KALf' 'LUX 111110 l.O<:kWlllll t

1.1,T llt:Tllllll Sl'llJ!Mt

..:.1:.J---11"1111111 ll[TAlllt:lt LATCHl'lll IJ026-303 COMANCHE PEAK S.E.S .. FINAL SAFETY ANALYSIS REPORT UNILZ Full length Control Rod Drive Mechanism Schematic FIGURE 3. 9N-6 B BEFORE LOAD TRANSFER AT 70° A B CD B LIFT COIL OFF 15.640 15. 625 0.015 LI FT COIL OH 16.265 16.250 0.015 A AT 650° A A B CD LIFT COIL OFF 15. 725 15. 679 0.046 L1FT COIL OH 16.375 16.387 0.068 SG D B AFTER LOAD TRANSFER MG AT 70° A B G) LIFT COIL OFF 15.625 15.578 0.047 LI FT COIL OH 16.258 16. 203 0.047 AT 650° A B LIFT COIL OFF 15.679 15.641 0.038 LIFT COIL ON 16.387 16. 291 0.016 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Nomin'afTatch Clearance at Minimum and Maximum ____ Tem12erature FIGURE 3.9N-7 0.080 r.n 0.070 w :c <.:> % 0.060 w > 0 c a::: 0.050 C!:l LU > -a:: O.OltO 0 0 z: < en 0.030 w ::i::: u I-< 0.020 ....J w u z: < a::: 0.010 < w ....J u 0.000 0 / / MG CLEARANCE AFTER / Lin COIL OFF} / LI FT COi L OH LOAD TRANSFER

/ / // / ---------------/ -----------/ __... / ----/ __... ---/---\:I FT COIL OH } SG CLEARANCE BEFORE LOAD TRANSFER L I F T CO I L 0 F F 100 200 300 ltOO 500 TEMPERATURE

(°F) 600 700 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Control Rod Drive Mechanism Latch Clearance Thermal Effect ----FIGURE 3. 9N-8 ----

. I I CORE unn urru m..: unn um:* 1:0IE 'UT£ SUIDE PIN I T 0 F-1 e 0 *EUTllOll

$HIELO rUEl FUH AS599LY GUIDE ,.. LO!IO C!lllE -LE A"'1 '>Ll CME Stl""l)llT tolt/1411 toc110 wet E*EttY usoou USENllY OrF*SET , IM!TNl,)IUTlTIOll

'-COLUW SECOllOUY CU( 9U"'OlT ,,..-tun rt,£ OOLIMI

,,,,-!lSTtl,)l[llU!IOW

-/ !IUICl

_ -c;i _ _ / {CIUCIFOll>I)

'"---UHU TIE PUTE IAD IAL SUHOIT l(f COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Lower Core Support Assembly (Core Barrel Assembly)

SUPPORT COLLJMN UPPER SUPPORT ASSH1BLY UPPER CORE PLATES COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Upper Core Support Structure FIGURE 3. 9N-

.

SUPPORT COLUMNS HEAD AND VESSEL ALIGNMENT PIN LOCAT I OH 6164--2 GUIDE TUBE ASSEMBLY LOCAT l OHS COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Plan View of Upper Core Support Structure FIGURE 3. 9N-1 l COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Reactor Internals Model for MARCH 31, 1980 DARI Variables Figure 3.9N-12 SUPPORT NOTE: HOOE 2 IS THE REACTOR VESSEL SUPPORT HOOE WHICH IS COUPLED TO NODE I IN DARl-2 CPSES/FSAR 7 s*-----<

@ 22 211 I :e I 23 @ @ @ r 21 @ @ 17 @ 13 13 II @ 9*--------0*--------n 9 t * ...,.. I TWO-WAY SPRING-DAMPER ONE-WAY SPRING-SNUBBER PRELOADED ONE-WAY SPRING ONE-WAY SPRING-SNUBBER WI TH 1 HIT I AL GAP SLIDING ELEMENT n MARCH 31, 1980 10 9 ELEMENT NUMBERED n NODE m WITH MASS REPRESENTING INTERNAL COMPONENT NODE m WITHOUT MASS ELEMENT WITHOUT STIFFNESS COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Reactor Internals Mathematical Model for WOST AS Variables Figure 3.9N-13

I . ----**-*-+ -\L-.... *'-' u.. *e--l ..,,. 0 0.5-.-::: _u v

,...,....

v ..... I Lr I I u.. I 0 0.5 .. a--f 0 +D -* ! i I D I I I i I I I v I I I I I I/ I / i \ -.__IFRAc v I \ I \o l :

l.C\ I \[ I ! < I I RACTION i OF 1t2 t 1 l I ' I i i i I \ I i i l i I I I ! ! I iEFERENCf CURVi I t::QBCE -1 TIM PLOTS I I l i I , , t I l I I TIONI t 31t2 -r--1 ! I I 0.5 I lO /1TllAC V(Mll USE J I I I / FQR RECOI ilSTR I I I I I I I 1--11-JCTIM COMANCHE PEAK S.E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 NORMALIZED REFERENCE CURVE

,,..... :9 ft 3 I I l l _L_____.

E PEAK IFOR¢ES IVERSUS 1LENGTHS i l I COMANCHE PEAK SES FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 I I Fl ow !200< too !SOOC 00 "'"' I ,___ .,...__ ___ I ') w --> c(t-2. II"\ <lli:j __,,,,..

o'U: -...Jw LLn ""' -(..) v . .., LI.I I > -2.0 I I i Vh.LVEI FL< Pl.OT OF VA ... VE FLD FOR I RATI l 1 'K>00 I :/ 30 >W t REA W Al REA AD UUST >m/I rJ 00 bOOC 00 L"' vv v 40 fjnt::) COR REC1 ION COE NG =>EAK FOi RCES ""FlCl! NT COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 VALVE FLOW AREA CORRECTION COEFFICIENT FIGURE 3. 9B-4 c.vv 'S z __ Q () 150 I LLJ ::i ..._:i:.,J I j -_.,V .. '""'""' i '""'""' I .... I _.,,,,,.

__..,..,. I /" /

.i<( 50 :--r _,,,,--I i== :;; --I-..-. _J__--------.... -i..--i -w ! ---------__ Q -""" a.o : i 05 a:: .... ! ! j i Wf6.TER VOLU ! _\ ! ! I I I ICUR\ ES DF SIEN r IN ITJAtlON 1VOL JME FO VA

) u >CATIONS BEGI 01 LE G. i I i i I I I Boft / / 20!!, v v' I ,,,,,,,,

I ,..,,,-I I ,,;""" l I _,,,.. _ .

..---------I ?. I n --Oft ----------I I I 1.0 'ii--i ME(. U.:>J I I I I i I TIME V1 RSU )

SI AL DOV fNST Of V LVE OF I COMANCHE PEAK S. E. S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 TRANSIENT INITIATION TIME FIGURE 3. 9B-5

..J ----IN -"' I"'"" 0 *--.__ *-I I I I I ! I I I I : I 3Jn2-, 10 15 -i--CUR' 'ES OF POS ITIVI: >RCE Dl. RATION VER :>US WAT ER vi >LUM E F1)R IARIOUS

.hREAS Amendment 74 October 14, 1988 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 POSITIVE FORCE DURATION FIGURE 3

9B-6 I

i ,,..,,. 0 *--LIJ CJ) ::J d """!: ov _N / ,!!l / / / -:i ----v; / I v/ iA LIJ *-'I/ " (.) ,/ tr fi v ..... ,.. --LIJ z n a.o I CUR' 'ES OF VOL ---------/' -'..............----_....--------"'ATEI t SI AL 05 *EGA .. IVE FC RCE OL UME FO R \

us I ---.:::::::--

---!---__....--------'--.------.---VOL JME 1.0 RATli

.us WAT R LEG LE

?5ft. --151!_ 10!! 5ft. 1.5 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 NEGATIVE FORCE DURATION FIGURE 3. 9B-7 I . I .t;" LEG I v c y --!!'. J /\ ii v v ......._.

l

-J \ / :; \ -2 v \ ' I-z ::J (.) -z '-I L1 G 2 V. ' \ J \ I \ '\ V' ' v y \ I \ \ v \ ' \ ' \ i/ i Tll I SECC \ I \ II I ti I *'-......-

v ND ----COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 TYPICAL FORCE -TIME A THREE LEG E FIGURE 3. 9B-8

COMANCHE y AMENDMENT 61 DECEMBER 19, 1986 PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 MATHEMATICAL MODEL FOR RESPONSE SPECTRA SEISMIC VERIFICATION FIGURE 38.'1-1 3 18 y z NOTE: CIRCLED NUMBERS ARE ELEMENT NUMBERS.

x AMENDMENT 61 DECEMBER 19, 1986 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 MATHEMATICAL MODEL FOR RESPONSI SPECTRA SEISMIC VERIFICATION FIGURE 3B.1-2 y DATA NODES 53-6705:

Do=18" t .375" W 173. LB/FT NODES 6705-178:

Do= 24" t = .375" W = 280. LB/FT CONC. WGTS: NODE 64-471.LB 5001 -840.LB SCALE: (5 FT.) 76 1761 COMANCHE PE AK S. E. S. 2761 FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 MATHEMATICAL MODEL FOR MISSING MASS VERIFICATION FIGURE 38.1-3 58 KEY x -ANCHOR -RESTRAINT

-SNUBBER

@ -MASS POINT AMENDMENT 61 DECEMBER 19, 1986 z @ --0 .,, @ --Q .,, © y x KEY -@MASS POINT x ANCHOR PIPE PROPERTIES O.D. = 10.75 INCHES t = 0.594 INCHES W = 95.5 LBS./FT AMENDMENT 61 DECEMBER 19, 1986 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 MATHEMATICAL MODEL FOR MISSING MASS VERIFICATION FIGURE 38 .1-4 5 4.5' 6.0' 2 6.0' PIPE 1 10" 6 7 OPERATING CONDITIONS THICKNESS PRESSURE TEMPERATURE 0.593" 0 PSI 350°F AMENDMENT 61 DECEMBER 19, 1986 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 MATHEMATICAL MODEL FOR THERMAL ANALYSIS FIGURE 38.1-5

-'----------------P-1

___ ; ____________

_,_/:1 Po ......__,.

i CLOSED END OPEN END CASE (A) FOR COMPARISON WITH ANALYTICAL RESULTS INITIAL CONDITIONS

= p1 /p0 = 4.72, a0/a1 = 0.80 DIMENSIONS

= A8/ A1 = 0.6, l = PIPE LENGTH SPECIFIC HEAT RATIO = Y = Cp/Cv = 1.4 p = PRESSURE, a = SOUND VELOCITY, A = FLOW AREA AMENDMENT 61 DECEMBER 19, 1986 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SUDDEN DISCHARGE OF A GAS FROM A PIPELINE THROUGH A NOZZLE fCASE A) FIGURE 38. 8-1 GAS .I __ 3_1_N ___ P_, ___ r_.,_= __ 1_9_o_F ________

,.,>= Po = 0.229 P1 I-SFT .1 CLOSED END OPEN END CASE {B) FOR COMPARISON WITH EXPERIMENTAL DATA AND HAND CALCULATION PRESSURE

= p0 = 14.7 psia, p1 = 14.7 /0.229 = 64.2 psia AREA= A1 = : (0.25)2 = 0.0491 ft2, A* = 0.2SA1 = 0.0123 ft2 GAS CONSTANT

R = 53.35 ft -lbf /lb0R TEMPERATURE

T0 = 79°F = 539°R, T1 = T0 Po 3 P 3 DENSITY =Po= -= 0.0736 lb/ft , p1 = -1. = 0.3215 lb/ft RT0 RT1 AMENDMENT 61 DECEMBER 19, 1986 COMANCHE PE AK S. E. S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SUDDEN DISCHARGE OF A GAS FROM A PIPELINE THROUGH A NOZZLE (rB,r:: R\ FIGURE 38.8-2

-0 a. .........

a. -Q z """ Q w ""' 0 _, u .... < I.I.I ai: ::::> ""' ""' w QI: Cl.. 4.00 3.00 2.00 1.00 0.00 ___ .... ________________

..._ __ ...I ___ .._ __ _, 0.00 1.00 LEGEND (CASE A) ---STEHAM 2.00 3.00 -4.00 ----ANALYTICAL SOLUTION (REF 4&5) 5.00 6.00 7.00 8.00 AMENDMENT 61 DECEMBER 19, 1986 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 COMPARISON OF PRESSURE RESPONSi AT THE CLOSED END FIGURE 3B.8-3

-0 Q. ' Q. -0 z w z w A. 0 t-<<( LU GI: :J V) "' w GI: A.

3.20 2.*o 1.60 0.80 I I I I I I -I 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 LEGEND (CASE A) STE HAM ---ANAL YTJCAL SOLUTION (REF 4&5} TIME {a1t/L) AMENDMENT 61 DECEMBER 19, 1986 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 COMPARISON OF PRESSURE RESPONSE AT THE OPEN END FIGURE 38.8-4

-1.00 D.. .........

D.. -0 z w 0 w 0.80 "' 0 ...a u .... <( : 0.60 :::> "' "' w °' D.. 0.40 0.20._ ________________

.._ ________________________

__. ________

_,_ ______ .._1 0.00 1.00 2.00 3.00 4.00 LEGEND: TIME (a1 t/l) ----(CASE 8) STEHAM ANALYTICAL SOLUTION (REF 4&5) AMENDMENT 61 DECEMBER 19, 1986 )0 6.00 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 COMPARISON OF PRESSURE RESPONSES BY

& EXFERIMENT FIGURE 38.8-5 626.64' -0 1,500'-1e"o, f:o.02 0 e .. .. .. ....... :. = 0 2,200'-30"0, 1*0.04 ,. 2,ooo'-36"0,f*0024[><lVALVE a= 17.96 ch -f".j:\ o = 30ch Ho*600.o' a: 3,140fl/HC

\::V O* 3,300fl/Hc AMENDMENT 61 DECEMBER 19, 1986 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 HYDRAULIC NETWORK FOR VERIFICATION PROGRAM FIGURE 3B. 9-1

2 s@

LEGEND

1 @ .. AMENDMENT 61 DECEMBER 19, 1986 0 PIPE NUMBER PIPE JUNCTION 5 NODE NUMBER -COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT -t><l VALVE UNITS 1 and 2 HYDRAULIC NETWORK FOR WATHAM VERIFICATION FIGURE 38.9-2

-... ... !!

:. Q <( w ::r: 1000 800 600 ___ :!/ -400 200 ._ ____________________

...... ______

.... ...

0 2 3 .. s 6 7 8 9 10 11 12 13 1-4 15 16 17 18 LEGEND -*-*-WATHAM ----STREETER (REF 1) ------WHAM(REF2)

TIME (SECONDS)

AMENDMENT 61 DECEMBER 19, 1986 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 HEAD-VERSUS-TIME PLOT FOR JUNCTION J FIGURE 38.9-3 E "" Q * "" ::t 1200 1000 I l I 800 I I 600 400 \ 200 O

__

TIME (SECONDS)

LEGEND -*-*-WATHAN\ ----STREETER (REF 1) ------WHAN\

(REF 2) AMENDMENT 61 DECEMBER 19, 1986 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 HEAD-VERSUS-TIME PLOT AT VALVE FIGURE 38.9-4

.. p2 ! l Q] .. "-WATER PRESSURIZER 0 VESSEL DISTANCES FROM PRESSURIZER VESSEL: Lo= SAFETY /RELIEF VALVE LG= DOWNSTREAM AREA CHANGE LF: PIPE EXIT IXt: TRAILING EDGE OF SLUG 1 +--FORCING FUNCTION DIRECTION,+

D EPRI TEST 908 SEGMENT NO. WATSLUG MODEL PIPE NUMBER l

PRESSURIZER TO Lo 2 -Lo TO LG 3 -LG TO LF GAS i -LG 1 -LF .. COMANCHE

! AMENDMENT 61 DECEMBER 19, 1986 PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 WATSLUG MODEL OF EPRI SAMPLE PROBLEM FIGURE 3B .10-1 8 30 25 CD !5 QJ 5.5* 105 110 115 @ ,120 35 Ts5 28/29 SUPPORT 1 40 160 140 45 150 0 22.7' 45 !55 155 "'-'b 50

160 @ 165 LEGEND 0:: NODE NUMBER 6.: MASS POINT 0= EPRI TEST SEGMENT NO. 0 NUPIPE-SW MODEL PIPE SECTION NO. 240 2.!5' @ WE 30/31 a 1 o +110 180 185 190 19!5 198 2.30 235 SUPPORT 2 17!5 0 45.41 SUPPORT 3 WE 32/33 AMENDMENT 61 DECEMBER 19, 1986 225 SUPPORT 4 WE 34/35 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 NUPIPE-SW MODEL OF EPRI SAMPLE PROBLEM FIGURE 3B .10-2 50,000 0.0 .,. ______ :.1 t" I I I I I I I l ,J I -I I I/) .Q I w -50,000 0 I (}'.'. l 0 lL ('\J I .... I z I I w -100,000 I I (9 w I (/) I -150,000 0.2 200,000 o.t TIME (SEC) 0.0 LEGEND WATS LUG ------RELAP 5/MOD 1 AMENDMENT 61 DECEMBER 19, 1986 0.3 0.4 --COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 COMPARISON OF SEGMENT 2 FORCING FUNCTION FIGURE 38 .10-3 ID .0 w 0 0 LL. re') .... z w (!) w Cl) 180,000 130,000 80,000 30,000 o.o I ... liilllf::.a

----20,000 0.3 0.2 -10,000 0.1 TIME (SEC) 0.0 LEGEND COMANCHE PEAK S. E.S. WATS LUG -------RELAP5/MOD l AMENDMENT 61 DECEMBER 19, 1986 FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 COMPARISON OF SEGMENT 3 FORCING FUNCTION FIGCJRE 3B. 10-4 160,000---------------------,

80,000 -0 Cl) .c 2 Q r-(.) <[ -eo,ooo LL.J 0:: r-0:: 0 0. 0. :::> (/} -160,000 N r-z LL.J :E (!) LL.J (/} -240,000 EPRI PEAK -320,000 400,oooL----

0...l.-1 ----0.1....2----0::-.:-3-----::0.

4 LEGEND NU PIPE-SW ----EPRI TEST RESULTS TIME (SEC) AMENDMENT 61 DECEMBER 19, 1986 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 COMPARISON OF SEGMENT 2 SUPPORT REACTION FIGURE 3B .10-5 eo,000---------------------,

40,000 Cl'I .0 f v" z ' Q ' I-' (.) <{ 0 LLJ a:: I-\ a:: \ 0 c.. \ c.. ::::> (!) -40,000 rt) I-z LLJ c:> LLJ (!) -eopoo

o. 1 0.2 0.3 0.4 TIME (SEC) LEGEND AMENDMENT 61 DECEMBER 19, 1986 NUPIPE-SW

EPRI TEST RESULTS COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 COMPARISON OF SEGMENT 3 SUPPORT REACTION FIGURE 38 .10-6 5.60 4.80 4.00 Z3.20 0 ..... < e:.: w u u < 1.60 0.80 DAMPING VALUE = 0.005 OBE ABSOLUTE SUMMATION OF CURVES 1 AND 2 CURVE 1 FREQUENCY Hz AMENDMENT 61 DECEMBER 19, 1986 COMANCHE PEAK S. E. S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PSPECTRA-ABSOLUTE SUMMATION OF ARS CURVES FIGURE 38.12-1 Ct z 0 j:: < a: Wol _, Wol v u < uo DAMPING VALUE = 0.005 SSE 1.20 -INPUT AMPLIFIED RESPONSE SPECTRUM

---*OUTPUT REQUIRED RESPONSE SPECTRUM 1.00 I I I I 0.80 I ' I I I 0.60 I I I I --..... ........

0.-40 I .... "" I ' I '--, J 0.20 I 0.00 ... _ .... __ .... __________

._ ________________

__ 0.00 0.10 0.20 0.30 0.'40 o.so PERIOD SEC 0.60 0.70 0.80 0.90 1.00 AMENDMENT 61 DECEMBER 19, 1986 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PSPECTRA-REQUIRED RESPONSE SPECTRUM GENERATION FIGURE 38.12-2

ML16180A443

Text

R = 53.35 ft -lbf /lb0R TEMPERATURE

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