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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: ML16180A424; ML16180A425; ML16180A426; ML16180A427; ML16180A428; ML16180A429; ML16180A430; ML16180A431; ML16180A432; ML16180A435; ML16180A436; ML16180A437; ML16180A438; ML16180A439; ML16180A440; ML16180A441; ML16180A442; ML16180A443; ML16180A444; TXX-1600, Transmittal of Electronic Licensing Basis Documents Including Certified FSAR Amendment 107;
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	Download: ML16180A443 (137)
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FIGURE 3.8-21

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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

[~F1c1t1"RE-- *3. 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

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"~~Olill'Pi<"I ~1Vlill 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

~.i..---n.ux 111NG

... *~r.. ~~--LOCK WIPIE

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..:.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

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/

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} 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

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'"--- 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-fo~---.

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

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

E PEAK IFOR¢ES IVERSUS

~RIOUS 1LENGTHS i

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COMANCHE PEAK SES FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2

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""FlCl! NT 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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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 TRANSIENT INITIATION TIME FIGURE

3. 9B-5

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F~ >RCE Dl. RATION VER :>US WAT ER SEA~

vi >LUM E F1)R 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

9B-6

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?5ft. --

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10!!

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1.5

~AL COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 NEGATIVE FORCE DURATION FIGURE

3. 9B-7

I I

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~ y

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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

© 1

NOTE:

CIRCLED NUMBERS ARE ELEMENT NUMBERS.

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

......__,. --L-~*

i CLOSED END OPEN END CASE (A)

FOR COMPARISON WITH ANALYTICAL RESULTS INITIAL CONDITIONS =

p 1 /p 0 = 4.72, a 0 /a 1 = 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 = p 0 = 14.7 psia, p 1 = 14.7 /0.229 = 64.2 psia AREA= A1 = :

(0.25) 2 = 0.0491 ft 2, A* = 0.2SA1 = 0.0123 ft 2 GAS CONSTANT = R = 53.35 ft - lbf /lb 0 R 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.

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

3.20 2.*o 1.60 0.80 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 {a 1t/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

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

- 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 5.~

LEGEND:

TIME (a 1 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 STEHA~ &

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@

7\\ 1 2

3

0 1 ai: 2 © 5

.. s 6 3

6 rl<.

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

\\

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~

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)

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

~

~WE 28/29 SUPPORT 1

~135 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

45.4 1

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 l

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w I

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-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 L~~~~_l_~~~~--;;~~~~~_l_~~~:=:~~~~~~J.__~::::::~::::::~~~~~::~0.4 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.

(/}

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r-z LL.J

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(!)

LL.J

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-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-

\\

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\\

0 c..

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I-z LLJ

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-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 4.80 4.00 Z3.20 0

e:.:

w

~2.40 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

1

RESPONSE

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