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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 HYDRAULIC NETWORK FOR WATHAM VERIFICATION FIGURE  38.9-2
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 HYDRAULIC NETWORK FOR WATHAM VERIFICATION FIGURE  38.9-2


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Latest revision as of 20:18, 24 February 2020

FSAR Amendment 107, Figures - Chapters 3, 4, and 5, Part 3 of 4
ML16180A443
Person / Time
Site: Comanche Peak  Luminant icon.png
Issue date: 02/01/2016
From:
Luminant Generation Co
To:
Office of Nuclear Reactor Regulation
Shared Package
ML16042A346 List:
References
txx-16006, CP-20160003
Download: ML16180A443 (137)
v • d • e


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NOTE: ORIGIN OF COORDINATES IS AT EL. 0.00 COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PLAN VIEW SAFEGUARDS BUILDING FIGURE 3. 7B-25

~.._,[][][]~'~.__........

~~[][]0[]

B~&,~~.. DDhi ~

I ' I

1

=======;-;:..::;;::==~~

,,z.*- 0* _II _100_1__ II SECTION B-8 COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELEVl\TION vrnw (l)

SAFEGUARDS BUILDING FIGURE 3. 7B-26

SECTION C-C COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELEVATION VIEW ( 2)

SAFEGUARDS BUILDING FIGURE 3. 7B-2 7

N~

I II EL. 807-0 a D 0 0 D a a D D a l!:=====:!c:c:~~~~~~!--4*Z o...1 PLAN EL. 810 1

- 6 11 a 807 1

- 0 11 NOTE : .QRl~_ml _ OF__ COORDINATES IS COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT AT EL. 0.00 UNITS 1 and 2 PLAN VIEW ELECTRICAL & AUXILIARY BUIL FIGURE 3. 7B- 2 8

J:: H j[ j(

Ak:

I

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c;,*

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e:.L-E-CJ. t:;,u::x;;;. ,&.JJ)(. . CJ a::;.

SECTION D- D .

COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELEVATION VIEW ELECTRICAL & AUXILIARY BUILDINGS

.,~~*,*~~ *~* .,. ~!t;;:t;t"D.. 1 FIGURE 3 7B-29

  • I

N 8 I b

z Q

~

N ~

a.J

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UJ BJ CD rt) t 7.

CD

. e

....J 8u w

L z<( 0 1

....J {j il0 i) l--

Q

"---------, ,--+--------~~=~~~-~----~~"-

' COMANCHE PEAK S. E.S.

I FINAL SAFETY ANALYSIS REPORT I UNITS 1 and 2 F'TJEL BUILDING FIGURE 3. 7B-30

b l

I

~ '

~ d>. "~'

~ 'd ., '

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lV

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COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELEVATION VIEW FUEL BUILDING FIGURE 3.7B-31

Fl

/

x

-0 I

I - I

(.\J LO l

I I I'-

_J 1 w D

l z

<(

_J I a..

. NOTE: ORIGIN OF COORDINATES IS AT EL.752'-0

COMANCHE PE AK S. E. S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PLAN VIEW SERVICE WATER INTAKE STRUCTURE FIGURE 3.7B-32

I J I I I I I I I

... ... - I D. ._____-" "'--to-- '--.--.. . . . -.--,- '--.. . . . .-

D SECTION F-F COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELEVATION VIEW SERVICE WATER INTAKE STRUCTURE FIGURE 3.7B-33

y z

CONTAlf.J MeNT E>UlLOUJG 1

2 3 INT~~~AL STt::=.UCTUre:.e 4 6 7

5 8 9

COMANCHE PEAK S. E. S DY~AMlC YODE.L FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 DYNAMIC MODEL CONTAINMENT & INTERNAL STRUCTURES ___ _

FIGURE 3.7B-34

v x

.1 2

3 4

.5 6

7 COMANCHE PEAK S.E.S.

DY~MLC yooe..L FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 DYNAMIC MODEL SAFEGUARDS BUILDING FIGURE_3.7B~3S

y x

z 6

1 7 2 8 3 9 COMANCHE PEAK S. E.S.

DYl-JAlAlC MODt:!L FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 DYNAMIC MODEL ELECTRICAL & AUXILIARY BUILDINGS FIGURE 3.. 7B-36

x N~

,_______..,.. z.

y COORDINATE SYSTEM 2 6 3 7 4 8 5 9 10 COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 DYNAMIC MODEL DYNAMIC MODEL FUEL BUILDING FIGURE 3.7B-37

y x

405 z EL 918.25' 402 403 4 4 404 305 EL 899.50' 302 303 38 3

304 COMANCHE PEAKS ES FINAL SAFETY ANALYSIS REPORT UNITS 1 AND2 DYNAMIC MODEL FUEL BUILDING RE-ANALYSIS FIGURE 3.7B-37A dsOOOOlO.dgn

y z COORDINATE SYSTEM l'Y\ '2.S l'Y'\ I COMANCHE PEAK S. E. S.

FiNAL SAFETY ANALYSIS RE?ORT UNITS 1 and 2 DYNA.."1.IC MODEL Amendment 68 SERVICE WATER February 15, 1988 INT.;KE STRUCTURE FIGURE 3. 7B-38

2 N

<tl.

I a:

0

/3 fl.l.."

L

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13.

/

+

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.I 0.2 0.4 O.G r.o 4 6 10 die COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 COEFFICIENTS Sx, Sz AND FOR RECTANSULAR FOOT-INGS FIGURE 3. 7B-39

N l - LINE OF ACTION OF RESULTANT F':l*ODAL

, EARTHQUAl<E FORCES H. =~Hin I n=I

.--~---- ---- - -+------

.I ' C.G. y.

JW a I TOP Of BOCK ----~l~*~-**~----1 -x e.. CENTROID , A OF BASE Xi -

b R.=w-v.

I I N

2 Y;n Xn

  • lkI X. = _n_~_*- - -

' v, N -

2: Hin Yn YI. -- --"-=-*-

H.- -

I COMANCHE PEAK S. E. S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 DETERMINATION OF OVERTURNING MOVEMENT FIGURE 3.7B-40

0 FLOQA RESPONSE SPECTRA FOR SSEs DAMPING = 0.03

~

_.. FIGURE NO. 107-8 AT ELEVATION 905.75 rEET Vl co 1.000 10.00 so.o l.b 0

I')

MRX. AT DIRECT.

0 0 g~ 3. 889 -RX b

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! i ~ & §I 10.00

~ 1~ ~O COMANCHE PEAK S.E.S.

t.ooo FREQUENCY CHZl FlNAL SAFETY ANALYSIS REPORT UNITS 1 AND 2 AMENDMENT 78 R.B. INTERNAL STR.

REFINED RESPONSE SPECTRA JANUARY 15, 1990 FIGURE: 3. 78-41

0 FLOOR RESPONSE SPECTRA FOR SSf s ORHPING = 0.030

(/)

FIGURE NO. 3002-6 AT ELEVATION l068.00 FEET

()'I co lO 0

1.000 'I r f 7 ? 1 .~.oo r r ,~o.o p 0 HAX.

  • RT OIRECT.

5.631 2. l26 . * * -AX C>

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0 0 o~ \}

t

l. 000 10.00 50.0 FREQUENCY fHZl COMANCHE PEAK S.LS.

FINAL SAFETY ANALYSIS REPORT UNITS 1 AND 2 AMENDMENT 78 CONTAINMENT BLOG.

JANUARY 15, 1990 REFINED RESPONSE SPECTRA FIGURE: 3. 7B-42

0 FLOOA RESPONSE SPECTRA FOA SSE a DAMPING = 0.03

(/)

FIGURE NO. 1117-B AT ELEVATION 783.58 FEET (J1 I))

1.000 10.00 50.0 t.l>

0 I\.) MRX. AT DIRECT.

0 g~ 1. 025 s. -RX 0 b

C) z

  • 2.230 tn 1. Ql&l 5311
5. 970
5. 277

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COMANCHE PEAK S.LS.

FREQUENCY tHZl FINAL SAFETY ANALYSIS REPORT UNITS 1 AND 2 CONTAINMENT BLDG.

AMENDMENT 78 REFINED RESPONSE SPECTRA JANUARY 15, 1990 w FI CURE: 3. 78-43 Cl"

FLOOR RESPONSE SPECTRA FOR SSE: DAMPING = 0.03

~'

FIGURE NO. 1302-B AT ELEVATION 899.50 FEET

_10.00

~ s~.o

1. 000 -

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a 0

I ci (HZ l COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT ITS 1 AND 2 AUXILIARY BLDG.

AMENDMENT 78 JANUARY 15, 1990 REFINED RESPONSE SPECTRA F tGURE: 3.18-44

F~OOR RESPONSE SPECTRA FOR SSE; ORMPING = 0.03

~I FIGURE NO. 1308-B AT ELEVRT Il'JN 790.50 FEET 1.000 _10.00 - 50.0 co lD 0

g ~ 0.8920

"-> DIRECT.

p MRX. AT l-~

8.080 RX D

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0 4 5 6 7 2 1.000 10.00 FREQUENCI (HZl AMENDMENT 78 SPEC TR.A JANUARY 15, 1990 FIGURE: 3.78 45

FLOOR RESPONSE SPECTRA FOR SSEs DAHPING = 0.03

~I co lD

1. 000 FIGURE NO. 12116-B

- - .. - - - - _10.00 RT ELE,VATION 873.33 FEET

- 50.0 0

AT g ~ 3.087 I\)

HRX. DIRECT.

~~

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FREQUENCY lHZl to.oo r--~so:!..:.*~o_ _ _ _ __ j S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 AND Z EL EC TR ICAL BLDG.

AMENDMENT 78 REFINED RESPONSE SPECTRA JANUARY 15, 1990 FIGURE: 3. 78-46

0 FLOOR RESPONSE SPECTRA FOR SSEJ OAMPING = 0.03

(/)

FIGURE NO. 1250-B AT ELEVATION 778.00 FEET U1 CD 1. ooo f t 1 r y 7 ? r ~. oo 1 r r ~ so. a LO 0

I\)

0 l~J I HAX. 6.3~~

g-~-~6Jq RT DIRECT.

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FLOOR RESPONSE SPECTRA FOR SSEs OAHPING = 0.03 0

(,/)

FIGURE NO. ij51-B AT ELEVATION 896.50 FEET l1'I

1. 000 10.00 50.0 CX>

l.O 0

l'V HAX. RT DIRECT.

g~ lj. 251.l 7.080 -RX 0 0

b C') tn

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Fl SAFETY ANALYSIS REPORT ITS 1 AND 2 AMENDMENT 78 SAFEGUARDS BLOG.

JANUARY 15, 1990 REFINED RESPONSE SPECTRA FIGURE: 3. 78-48

FLOOR RESPONSE SPECTRA FOR SSE1 OAHP ING = 0. 03 0

FIGURE NO. 458-B AT ELEVATION 773.SO FEET

1. 000 10.00 ~-50.0

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~~

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FREQUENC I (HZl f\E.PORJ AMENDMENT 78 L--~~r~TR~"- ,_ ' ., il JANUARY 15, 1990 i

0 FLOOR RESPONSE SPECTRA FOR SSE1 OAHPING = 0.03 U'.l FIGURE NO. ~15-6 AT ELEVATION 918.00 U"I

())

1. 000 10.00 50.0 t./.)

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0 g~ 4

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t. ooo f REQUENC r CHZl COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYS!S REPORT UN I TS 1 AND 2 FUEL BUILDING AMENDMENT 78 JANUARY 15, 1990 REFINED RESPONSE SPECTRA FI CURE:

CJ FLOOR RESPONSE SPECTRA FOR SSE1 DAMPING = 0.03

(/) f I GURE ND. 420-8 AT ELEVATION 810.50

1. 000

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r ::>11e Ff1EQUENCI CHZ l Fl NA M-JA:

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IS F1EF)OF~T 2

l1MENDMENT 78 JANUARY 15, 1990

5.00 4.5

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4.00

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l'\I ui .LA_,- _n_r DUE TO orLn LuSTORAGI 3.5 -- " ~

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5.00 4.5 4.00 I \

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0

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PEAK S.E.S.

FINAL SAFETY ANALYSIS UN ITS 1 ANO 2 SERVICE WATER AMENDMENT 78 REFINED RESPONSE SPECTRA JANUARY 15, 1990 FIGURE: 3.78-50C

INSTROCTURE RESPONSE SPECTRA FOR:

STEAM GENERATOR SUPPORT SSE EARTHQUAKE DIRECTION: X EQUIPMENT DAMPI~G: 0.02 RESPONSE SPECTRA OUE TO NODAL TRJ..NSLAT!ON:

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ItlSTF.UCTURE RESPONSE SPECTF.A

. STEAM GEN:ERATCR SUPFORT Amendment 68 X-EARTHOU AKE February 15, 1988 ssr:, 2 PERCErqT DAMPING FIGURE 3

INSTROCTURE RESPONSE SPECTRA FOR:

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2

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Amendment 68 STEAM GENERATOR SUPPORT

.Y-EARTHQUAKE February 15, 1988 SSE, 2 PE~ENT DAMPING FIGURE 3. 7l3-52

INSTRUCTURE RESPONSE SPECTRA FOR :

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FIGURE 3. 7B-S3

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LEGEND

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FINAL SAFETY ANALYSIS REPORT R-..11 R ~R UNITS 1 and 2 R...,_ "--"" SIMPLIFIED DYNAMIC ANALY.

'-'I' M FOR PIPING SYSTEMS M SPECIAL THERMAL CASES FIGURE 3. 7B-55 CASE 8 CASE 7 AMENDMENT 4 .lANllARY 11 1Q7Q

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FIGURE 3

  • 8- 3

CONTAINMENT STRUCTURE FUEL BUit.DiNG INTERNAL STRUCTURE (EL 4'0~'-3" E.L 918~o OF CONTAINMENT EL8:7<?~~* ~-~*905'-~"

EL 885~~"

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'W 1p lo lo j=9:?P-3-° )o ,o 10 1~0 11p 1~0 'i° 110 170 UNITS 1 a11d 2 SCALE IN FEET STRUCTURAL PLANT ARRANGEMENT SECTION C::C rn;um~ 3. 8-4

DOME 51911 ~ ANCHOR 11 ST~D%"LINER fl X 6 \ LONG - LEAK CHASE 11 (TYPE.,H4 BY NELSON STUD CO) CHANNEL SECTION I - I {TYP) =

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DETAIL 3 COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 CONTAINMENT LINER DETAILS PLAN (AT MAT)

FIGURE 3. 8-5

CRANE BRACKET(TYP)

SEE DETAIL I

/~~-*

~~./---

DETAIL 2 1/

7 (EQUIPMENT HATCH SEE FIGURE 3.8-9 SECTION ELEVATION DETAIL I CRANE BRACKET (TYP)

PERSONNEL AIR LOCK

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 DETAIL 2

\u~~ ~_ECTI N B-B CONTAINMENT LINER DETAILS FIGURE 3. 8-6

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HOT 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 0067Ct' EPS

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 t SECTION AT AMENDMENT 77 FUEL TRANSFER TUBE PENETRATION SEPTEMBER 8, 1989 CONTAINMENT TYPICAL PENETRATION DETAILS FIGURE 3.8-8 1FSAR87012A + ., I " I " I u I

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Amendment 68 HATCH COVER February 15, 1988 SECTION A-A SECTION B B COMANCHE PEAK S.E.S FINAL SAFETY ANALYSIS REPORT 2323-52-0504 UNITS 1 AND 2 2323-51-0504 CONTAINMENT ARRANGEMENT OF AIR LOCKS &

EQUIPMENT HATCH FIGURE 3.8-9 0067CH EPS

LINER OUTSlDE INSIDE CONTAINMENT CONTAINMENT ~<DJ SHEAR BARS VERTICAL REINF.-*ISBAR

=Itta RADIAL @512 +/- UP TO EL.65G'-O" A~D 11 (SEE FtGURE 3.8-11 SHEAR BARS ~ 11 +/-ABOVE EL.~5<0 1 -0 11 11

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SECTION A-A CONTAINMENT TYPICAL WALL REINFORCEMENT SHOWING MAIN RESTEEL IN CONTAINMENT WALL

~~---

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/

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SEE FIGURE 3. 8 - 10 SECTION A-A COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT DOME REINFORCEMENT- PLAN UNITS 1 and 2 SHOWING MAIN REINFORCEMENT ---c°<5NTAINMENT-*-

TYP ICAL DOME REINFORCEMENT

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 TYPICAL '.JALL SHEAR TI ES NEAR SPRING LINE-EL 1000 1 -6 11 FIGURE 3. 8-llA

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0 MAT* REINFORCEMENT- PLAN CD FINAL SAFETY ANALYSIS REPORT

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2

CONT.AfNMENT TYPICAL REINFORCEMENT

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REINF. REINFORCEMENT FOR EQUIPMENT HATCH PERSONNEL AIR LOCK &. EMERGENCY AIR LOCK CIRCUMFERENTIAL COMANCHE PEAK S.E.S.

REINF*. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SECTION A-A SECTION B-B CONTAINMENT TYPICAL REINFORCEMENT AT

---*~---------------- rm~~~~~ &3~;~~~~~~q~,

COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 CONTAINMENT INTERNAL STRUCTURE FIGURE 3. 8-15

c,,

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COMANCHE PEAK S E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2

.

  • PUMP TIE ROD

---**1~"'"'~*"'"'"""'*'*" .... ~"'~-,--.....,..* - ...... - - - - * * ' * - - * - . . - " ' * ' "

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

c..1:4~ To 1_ VE.s'ilE1... TIO VERT ct A,~!i-AUTH' :, 11

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 AMENDMENT GENERAL ARRANGEMENT I PERSONNEL AIR LOCK J MARCH 30, 1979

3. 8-20

DOOF\

f8 PRESSURE TE5T HOLE TO BE LOCAiED AFTER AS5EMBL'<

OF MSKET LOCK STRUCTUAL A5~EMBL'<

NOTE:

GA$KE.T CONF14URA'TION PAT

  • 3,831,SSO COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 AMENDMENT 5 PERSONNEL AIR LOCK MARCH 30, 1979 GASKET TESTING ARRG'T. SEC.

FIGURE 3.8-21

~1 LOCKING RING CYLINDERS HYDRAULIC (INTERIOR DOOR) cf~~P

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EMERGENCY AIRLOCK CPl-MEMEPE-01 1~ ; CLASS I TYPICAL EPA DETAIL LUMINANT CPNPP GLEN ROSE, TEXAS FLOW DIAGRAM AIRLOCKS Ml-0245 CP-11 Ml-0245 FINALIPRINT

PERSONNEL AIRLOCK CP2-MEMEPA-Ol 11~ ~11

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HYDRAULIC TANK LOCKING RING CYLINDERS (INTERIOR DOOR)

CLASS I LUMINANT CPNPP GLEN ROSE, TEXAS FLOW DIAGRAM PERSONNEL AIR LOCK M2-0245 CP-11 A M2-0245 FINALIPRINT

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Amendment 91 April 15, 1994 COMANCHE PEAK S E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 REACTOR VE PORTS - ~---*-----

TUSI - UNIT1'z LOCA Tl ON OF MIS-ORIENTED SUPPORTS FIGURE 3.8-24

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'"1 REIN!=. DRILL HOLE.~ AND GROUT IN REBAR5.

X+ LINER MAY BE RE.PLACED OR. OMITTED. PATCH LINER A6 REQD. ALL AS DIRECTED 6Y THE LEVE:LJNG FIELD ENGINEER.

4'-11N STUD (.TYP)

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GROUT MATERIAL AS APPROVED 'A"~~--*-*

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~[ ~/ L )JI,,, IEL8!9' 4k' EL819 1-4~

1 Amendment 91 April 15, 1994 EL. 812:_()*

COMANCHE PEAK S.E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SECT. B-B {fIGURE 3.8-24) UNIT 2 REINFORCED

~

(MA50NRY) s E cT B -B <FIGURE 3.8-24}

CONCRETE RPV SUPPORTS FIGURCT.B-25~-

(REINF.)

,t Leg Leg & Throat Throat Appendix 3.BA - Figure 3-1

Irrelevant Indications A - A B - B Transient Sound weld Condition showing complete at end of weld. fusion Appendix 3.BA - Figure 3-2

Overlap with visible fusion

'\ Overlap Appendix 3.BA - Figure 3-3

Undercut Undercut t

I Same Plane A B c Appendix 3.8A - Figure 3-4

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:

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

STEAM GENERATOR UPPER SUPPORT REACTOR PRESSURE VESSEL REACTOR COOLANT PUMP X~G LUMPED MASS STEAM GENERATOR CROSSOVER VERTICAL RUN RESTRAINT (1)

REACTOR COOLANT PUMP SUPPORT LOWER SUPPORT RCL GLOBAL COORDINATE SYSTEM Amendment 102 CROSSOVER LEG RESTRAINT (1) COMANCHE PEAK SE S FINAL SAFETY ANALYSIS REPORT UNITS 1 AND2 CROSSOVER LEG RESTRAINT (1) REACTOR COOLANT LOOP SUPPORTS SYSTEM, DYNAMIC STRUCTURAL MODEL FIGURE 3.9N-l fsOOOOOy. dgn

10,450-9 VESSEL HEAD CORE BARREL FLANGE PRIMARY NOZZLE UPPER CORE PLATE LOWER CORE PLATE CORE SUPPORT PADS LOWER DOME

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*---------*------- -----11 Reactor Pressure Vessel Lumped Mass Model

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COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Through-Wall Thermal Gradients FIGURE 3. 9N-3

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COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Westin.ghoUsemPump Bear1ng Vibration Limits Compared to Industry Standards

[~F1c1t1"RE-- *3. 9N ---------

19039-1 COMANCHE PEAK S.E.S.

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

EYEBOLT PLUG RECEPTACLE ELCTRICAL LEAD TUBE DRIVE ROD ASSEMBLY --~~

PRESSURE HOUSING ************************************************** ***

LIFT ELECTROMAGNET ASSEMBLY MOVABLE GRIPPER ELECTROMAGNET ASSEMBLY MOVABLE GRIPPER STATIONARY GRIPPER ELECTROMAGNET ASSEMBLY DRIVE ROD ASSEMBLY LATCH ASSEMBLY PRESSURE HOUSING CONNECTION COIL STACK TO RCCA COMANCHE PEAK S.E.S FINAL SAFETY ANALYSIS REPORT UNIT 1 FULL LENGTH CONTROL ROD DRIVE MECHANISM Amendment 102 FIGURE 3.9N-5A

ll026-302 OPERATING CO IL STACK ASSEMBLY COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNIT 2..

Full Length Conrtol Rod Drive Mechanism FIGURE ~ ON-!\ S

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IJ026-303 ROO l'ltAVt:L HOUSING LATCH HOUSING

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FINAL SAFETY ANALYSIS REPORT UNILZ Full length Control Rod Drive Mechanism Schematic FIGURE 3. 9N-6 B

BEFORE LOAD TRANSFER AFTER LOAD TRANSFER D

MG AT 70° AT 70° A B CD A B G)

B LIFT COIL OFF 15.640 15. 625 0.015 LIFT COIL OFF 15.625 15.578 B 0.047 LI FT COIL OH 16.265 16.250 0.015 LI FT COIL OH 16.258 16. 203 0.047 A

AT 650° A AT 650° A B CD A B LIFT COIL OFF 15. 725 15. 679 0.046 LIFT COIL OFF 15.679 15.641 0.038 L1FT COIL OH 16.375 16.387 0.068 LIFT COIL ON 16.387 16. 291 0.016 SG 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

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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 ----

um:* 1:0IE FUH AS599LY

'UT£ SUIDE PIN GUIDE ,..

CORE unn F-1 CME Stl""l)llT tolt/1411 toc110 wet E*EttY usoou USENllY OrF*SET e , IM!TNl,)IUTlTIOll

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Lower Core Support Assembly (Core Barrel Assembly)

UPPER SUPPORT ASSH1BLY SUPPORT COLLJMN UPPER CORE PLATES COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Upper Core Support Structure FIGURE 3. 9N- fo~--- .

6164--2 HEAD AND VESSEL ALIGNMENT PIN LOCAT IOH SUPPORT COLUMNS 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

CPSES/FSAR r

211 I

@ :e I

23 22 21 17 SUPPORT 13 13 NOTE: HOOE 2 IS THE REACTOR VESSEL SUPPORT 7 HOOE WHICH IS COUPLED II TO NODE I IN DARl-2 s*-----< @

9*--------0*--------n 9

9 t TWO-WAY SPRING-DAMPER 10 ELEMENT NUMBERED n I

ONE-WAY SPRING-SNUBBER NODE m WITH MASS REPRESENTING INTERNAL COMPONENT PRELOADED ONE-WAY SPRING NODE m WITHOUT MASS ONE-WAY SPRING-SNUBBER ELEMENT WITHOUT STIFFNESS WI TH 1HIT IAL GAP SLIDING ELEMENT n COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Reactor Internals Mathematical MARCH 31, 1980 Model for WOST AS Variables Figure 3.9N-13

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9 l I VOLU~E ft 3 I I l l _L_____.

E PEAK IFOR¢ES IVERSUS

~RIOUS 1LENGTHS i COMANCHE PEAK SES FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2

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COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 VALVE FLOW AREA CORRECTION COEFFICIENT FIGURE 3. 9B-4

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VOL JME FO BEGI ~NIN~ ~ 01 LE G. I i I i

I i COMANCHE PEAK S. E. S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 TRANSIENT INITIATION TIME FIGURE 3. 9B-5

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vi >LUM E F )R 1

IARIOUS VAL'~E .hREAS Amendment 74 October 14, 1988 COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 POSITIVE FORCE DURATION FIGURE 3

I

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COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 NEGATIVE FORCE DURATION FIGURE 3. 9B-7

I I i L G2 1

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 TYPICAL FORCE - TIME A THREE LEG E

FIGURE 3. 9B-8

y

© 1

NOTE:

CIRCLED NUMBERS ARE ELEMENT NUMBERS.

AMENDMENT 61 DECEMBER 19, 1986 COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 MATHEMATICAL MODEL FOR RESPONSE SPECTRA SEISMIC VERIFICATION FIGURE 38.'1-1

y z x 3

18 NOTE:

CIRCLED NUMBERS ARE AMENDMENT 61 ELEMENT NUMBERS. 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 58 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 (5 FT.)

SCALE:

76 1761 2761 KEY x -ANCHOR

~

COMANCHE PE AK S. E. S. - RESTRAINT FINAL SAFETY ANALYSIS REPORT -SNUBBER UNITS 1 and 2

@ -MASS POINT MATHEMATICAL MODEL FOR MISSING MASS VERIFICATION FIGURE 38.1-3 AMENDMENT 61 DECEMBER 19, 1986

y x

z

-KEY

@MASS POINT 0 x ANCHOR

~

PIPE PROPERTIES Q

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 6 7 4.5' 6.0' 2

6.0' OPERATING CONDITIONS PIPE THICKNESS PRESSURE TEMPERATURE 10" 0.593" 0 PSI 350°F 1

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

......__,.--L-~*i CLOSED OPEN END END CASE (A) FOR COMPARISON WITH ANALYTICAL RESULTS INITIAL CONDITIONS =

p /p 0 = 4.72, a 0 /a 1 = 0.80 1

DIMENSIONS =

A 8 / 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-CLOSED SFT .1 OPEN END END CASE {B) FOR COMPARISON WITH EXPERIMENTAL DATA AND HAND CALCULATION PRESSURE =p =14.7 psia, p 1 =14.7 /0.229 = 64.2 psia 0

AREA= A 1 = : (0.25) = 0.0491 ft 2, A* = 0.2SA1 = 0.0123 ft 2 2 GAS CONSTANT =R = 53.35 ft - lbf /lb R 0 TEMPERATURE= T =79°F = 539°R, T1 =T 0 0 DENSITY =Po= -

Po RT

= 3 P 0.0736 lb/ft , p = -1. = 0.3215 lb/ft 1 RT 3

0 1 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

- a.

0 4.00

-a.

Q z

Q

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0.00 1.00 2.00 3.00 -4.00 5.00 6.00 7.00 8.00 LEGEND (CASE A)

- - - STEHAM

- - - - ANALYTICAL SOLUTION (REF 4&5)

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

~.00 --~~~~~~~~~~~~--~~~~~~~~----~--------~------~~--------

- Q.

0

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zw zw A.

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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 TIME {a 1t/L)

(CASE A)

COMANCHE PEAK S.E.S.

STE HAM FINAL SAFETY ANALYSIS REPORT

- - - ANAL YTJCAL SOLUTION UNITS 1 and 2 (REF 4&5}

COMPARISON OF PRESSURE RESPONSE AT THE OPEN END AMENDMENT 61 FIGURE 38.8-4 DECEMBER 19, 1986

1.20--~----~--------------------~----------------------------------.

D..

- 1.00 D..

0 zw 0

w 0.80 0

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D..

0.40 0.20._________________..___________________________._________,_______.._1 0.00 1.00 2.00 3.00 4.00 5.~ )0 6.00 LEGEND: TIME (a 1 t/l)

(CASE 8)

COMANCHE PEAK S. E.S.

STEHAM ANALYTICAL SOLUTION (REF 4&5)

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 COMPARISON OF PRESSURE RESPONSES BY STEHA~ &

EXFERIMENT AMENDMENT 61 FIGURE 38.8-5 DECEMBER 19, 1986

626 .64' 0

1,500'-1e"o, f:o.02 e

. =

0 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@

  • 7\ 1 2

3

© 14\

0

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  • 2 3 .. 5 6 rl<.

LEGEND * @

1 AMENDMENT 61 0 PIPE NUMBER DECEMBER 19, 1986 PIPE JUNCTION 5

-t><l NODE NUMBER VALVE COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 HYDRAULIC NETWORK FOR WATHAM VERIFICATION FIGURE 38.9-2

1000 800 Q

<(

w

r: ___ :!/

600

-400 200 . _____________________......______~------....--~. . .----~----~~

0 2 3 .. s 6 7 8 9 10 11 12 13 1-4 15 16 17 18 LEGEND TIME (SECONDS)

- * - * - WATHAM

- - - - STREETER (REF 1)

- - - - - - WHAM(REF2)

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

1200 1000 I

l I

I E 800 I

~""

Q

t 600 400

\

~I 200 ~

O OL...1....lll...~3--*4--51...~6~~7;;._~8....:,9__1.0--1~1~12~1~3~14~~15~1~6~17~1~8~19 TIME (SECONDS)

LEGEND

- * - * - WATHAN\

- - - - STREETER (REF 1)

- - - - - - W H A N \ (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 GAS

! Q]

.. l

"-WATER i

-LG PRESSURIZER VESSEL 0

-LF 1

.  ! 8 DISTANCES FROM PRESSURIZER VESSEL:

Lo= SAFETY /RELIEF VALVE LG= DOWNSTREAM AREA CHANGE LF: PIPE EXIT IXt: TRAILING EDGE OF SLUG 1

+--FORCING FUNCTION DIRECTION,+

AMENDMENT 61 D EPRI TEST 908 SEGMENT NO. DECEMBER 19, 1986 WATSLUG MODEL PIPE NUMBER l

  • PRESSURIZER TO Lo 2 - Lo TO LG COMANCHE PEAK S.E.S.

3 - LG TO LF FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 WATSLUG MODEL OF EPRI SAMPLE PROBLEM FIGURE 3B .10-1

QJ 5.5*

105 110 115

@ ,120 30 LEGEND

~WE 28/29 0:: NODE NUMBER 25 35 Ts5 ~

6.: MASS POINT SUPPORT 1

~135 140 0=

40 160 45 150 0 22.7' EPRI TEST SEGMENT NO.

45

!55 155 0 ~ NUPIPE-SW MODEL PIPE SECTION NO.

CD "'-'b 50

  • 160

!5 240 2.!5' 165

@ ~

WE 30/31 a 1 o +110 17!5 180 185 190 19!5 198 2.30 235 225 SUPPORT 2 045.4 1

SUPPORT 4 SUPPORT 3 WE 34/35 WE 32/33 COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 NUPIPE-SW MODEL OF EPRI AMENDMENT 61 SAMPLE PROBLEM DECEMBER 19, 1986 FIGURE 3B .10-2

50,000 ...-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~--.

0.0 .,. _ _ _ _ _ _ :.1 I t"

I I I

I I I

,J l

-I/)

.Q I I

I w

0

-50,000 II lI

(}'.'.

0 lL

('\J

.... I z I I w -100,000 I

~

(9 I w

(/)

I I

-150,000 200,000 0.0 o.t TIME0.2(SEC) 0.3 - -

0.4 COMANCHE PEAK S. E.S.

LEGEND FINAL SAFETY ANALYSIS REPORT WATS LUG UNITS 1 and 2

RELAP 5/MOD 1 AMENDMENT 61 COMPARISON OF SEGMENT 2 DECEMBER 19, 1986 FORCING FUNCTION FIGURE 38 .10-3

180,000 130,000 ID

.0 w 80,000 0

~

0 LL.

re')

z w 30,000

~

(!)

w Cl) o.o I ... liilllf::.a *

-20,000

- 10,0000.0 L

~~~~_l_~~~~--;;~~~~~_l_~~~:=:~~~~~~J.__~::::::~::::::~~~~~::~0.4 0.1 TIME0.2 (SEC) 0.3 LEGEND COMANCHE PEAK S. E.S.

WATS LUG FINAL SAFETY ANALYSIS REPORT

RELAP5/MOD l UNITS 1 and 2 COMPARISON OF SEGMENT 3 FORCING FUNCTION AMENDMENT 61 DECEMBER 19, 1986 FIGCJRE 3B. 10-4

160,000---------------------,

80,000

-Cl)

.c 0

2 Q

r-(.)

<[

LL.J -eo,ooo 0::

r-0::

0 0.

0.

(/}

N

-160,000 r-z LL.J

E

(!)

LL.J

(/}

-240,000 EPRI PEAK

-320,000 400,oooL----...l.-- - - - ----0::-.:-3-----::0. 4

.1....

0 1 0 2 TIME (SEC)

LEGEND COMANCHE PEAK S. E.S.

NU PIPE- SW FINAL SAFETY ANALYSIS REPORT

EPRI TEST RESULTS UNITS 1 and 2 COMPARISON OF SEGMENT 2 SUPPORT REACTION AMENDMENT 61 FIGURE 3B .10-5 DECEMBER 19, 1986

eo,000---------------------,

40,000 Cl'I

.0 fv" Q

z I-(.)

<{

LLJ a::

0 I-a:: \

0 c.. \

c.. \

(!)

rt) - 40,000 I-z LLJ

~

c:>

LLJ

(!)

-eopoo

-120,oooL-------1------1------"-----~

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 DAMPING VALUE = 0.005 OBE 4.80 4.00 ABSOLUTE SUMMATION OF Z3.20 CURVES 1 AND 2 0

e:.:

w

~2.40 u

u CURVE 1 1.60 0.80 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

uo DAMPING VALUE = 0.005 SSE 1.20

- INPUT AMPLIFIED RESPONSE SPECTRUM

---*OUTPUT REQUIRED RESPONSE SPECTRUM 1.00 I I

Ct I I

z 0.80 I 0

j::

a:

Wol I I

I Wol v 0.60 u

I

< I I

I -- ..... ........

0.-40 I I

I I

J 0.20 0.00 . . ._ ...._ _...._ _ _ _ _ _ _ _ _ _. __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___

0.00 0.10 0.20 0.30 0.'40 o.so 0.60 0.70 0.80 0.90 1.00 PERIOD SEC 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

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