Text

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)
	v • d • e

........

1eo.o tQ.O to.o IO.O 10.0 ....."*'..

60.0 *0.1 ilO .o JO.O 10.0 to.o 10.0 10.0 1.0

.o 1.0 1.0

- - s.o

- - 1.0 4.0 * ,Q J.O '.o t.O '.o

...,u

"z 1.a 1.0 0.1 0 .*

0.1 0.1 0. 7 u

c 0.1

...J

,...., 0.1 0 **

o.* 0 **

o.s O.l

- - 0 .f 0.10 0 ,\

o.o*

o.OI g,I)"/

o.ot

- - o.os

- - - o.o*

- n o.n o.ot o.ar

,.!QUEHCT IN CYC~ES/SECOHO COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 VERTICAL RESPONSE SPEC'iKA.

Amendment 68 SAFE SHUTDOWN EARTHQUAKE February 15, 1988 5 PERCENT DAMP I.'lG

3. 73-9

0

.....---,-_,..-~--,-~.........,.__,...........,...,...-.........,._,_.........,.---,..__,..__,..,....._.........,.....,._.........,........,...........,.__,..g

~~1::~=~~r~~~~~f-~:=~f.i:~::r.::~l~=::: ~

t:::::::::::::t::::::::::::::i::::::::::::::::t::::::::::::::t:::::::::::::t:::::::::::::t::::::::::::t::::::::::::*-t ............

~ i j j J ~ ~ ~

- - - - H********j**nHH*H"""HlH**nH***HHj.,.,.,., * ., ... .,.,.uut******&u*u*ot*w.**HH*n*o*t****HOO*******t...... ~ . n***nj***** .,., H**H,c.. . .,.,.,..,.,non*n*

! ! I I l I ! ! r i ~ i ~ ~ i ~ ~

. . . . . . . J. . . . . . . . 1................1...............

.........H........~ ............ n**H*f**H****n* ... ~**~* ................ n ..

J!****--............

. . . . . . . . .....................J..

l................l........... .

~ h......... --~!

.....j *******.*.******L..............

. .*** *****UH1*--H*U***~n**t . ****~*********

g

O****H ... u ..... f......................!............. u ...nt**H**hHH*H*t*nuo*nn*01*.................. 1"........ ......1**** OHHOOH*1********-*HHHt'"H"*********u

i::::::::::::::+::::::::::::::r::::::::::::::r:::::::::::::r::::::::::::r:::::::** ***;::* .:::::::::::r:::::::::::::r:::::::::::::

N'"

nuo*o**uounf*n********H*H*nu**Oo*u*n*IH .. noo ......... ,, ... .,.uOhu*uunl****************C**** ,............. * ** .,.._ *._,..,,., ** ,,.* ._ **** , *** y **.,., ..... , ..,,.,,. ...

-~

c

~:~f~:-t-:~-1==t~~t::~:1~ -_:_: :~: ~l.: : : ~l:=~

l l l l j l l l l z

0 w

UJ a:

LL.

- - - - -****-'1 ..***************I.................................

I I:................:I................:I................:l................I;.............................. I C?

- - un**Hoo*ni**Onn**.,uonoiooo"""""***<>.,***iu~u.,.,..,,..,., ** .,.,.i......... ..,.,. .......l.-. ....... uuoui ... ._.,H*H******i*n~u*"'""'"""""*i'"*U**u*****

0

***H***,.*u* T-'

- o****H*oH .. JH******* .. ****J-........................i.....................,i....................i................... iH ...M***H ...... i...............H ... i..................... H ............ .

- H**"M*.,,*J****~~*.,****H*J*n*********u**i .....,........... uJ***n*d~***n*J*d"'*u********i.****u**'"""_.,.i. ....~ ......,.......... i..... uouuu ... i... u.,.,.,..,.,.,.,.

::::t:::::::::::1::::::::::t ::::::::::j: :::::::::j:::::::::* : ::::1: ::::~.:::::::::f::: -** .

........H ....................... u .................. u . . . . . . . . . . . . . . . . . . u . . . . . 4............. w... *-*-----******---*l--H...............4H................4............ H ...""....... .. . . . . . .

-1----1**--1 ***-1--*-*1-- -r*

~u .. Hnuo .. **"'******u<***o****J***"""""""""...,""'"UU*h***n0'0'*4*o*****-un.. ***********n*H"'""4n*********HH****n"'"'"'u"u"""".("""****~U"**H*¥******.,.*-*

i**** *-1--***-r--* **

I I I I I I I I I

~ i i ~ i l i E i i j i--~~-...~~~-i-~~-t~~~-r-~~~i--~~....-~~~..-~~--.~~~-t-~~_..

J j i j J j J

..... ci T-(E>) NOll\ftf31300V Amendment 98 COMANCHE PEAi( S E S F'INAL SAFETY ANALYSIS REPORT UNITS 1 ANO 2

....*.. -:::s:;:z;:~?;:~~~~~~?i=t=t:::~~~~;;t~~~~~EE!::S~22~~~~~~~~~

1....

~

.,. .o IO.O 10.0 l***

1.11 1.11 4.0 *. o 1.0 '.o t .o t.o u

l4J en

z 1.11 o.t 1 .o 0 .*

>- o.*

0 *'

0 .*

0 .?

u 0

..J a.a 0 .*

a.I

- - 0 **

0 *' 0 *'

o.t o.i o.io Q.\

o.ot 0.01 0 .IJ"I o.ot o.c~

O.DI o.o*

0.0&

0 .Oii a.o*

o.n

'*°'

.. \

FREQUENCY IN CYCLESiSECOND COMANCHE PEAK S E. S.

FlNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Amendment 68 VERTICAL RESPO~lSE S?ECTRJ1.

SAFE SHUTD0 tJN EARTHOUAl<E 1

February 15, 1988 7 PERCENT DAMPING FIGGRE 3. 78-10

0

~~~~~~~~~~~~~~~~~~~~~~~g

=::f:::=f::::=j::=_==f=:=.:::$:::::::1:::::$:=.:::f::::: ~E::.::

OOOH******-****t*****hooOHOOOOtOOOOOOOOOOHOO*ot**OOOOO*OOOOHO*t*HO. . O .... OH_0. .00000000000*oOhfdU*O**U***-Hth004 ........""'"""*t*H***hooo<****i-**H.0*00UO*O* ..

~==:t=~:J :=t==t~::J::=t +/-:=J:~- ~==::

~ ~ J i ! ~ ~ i

. . . . . . . . L. . . . . . . L. . . . . . .J................l...............J. . . . . . . .L. . . . . . . L. . . . . . . L..... .. .L..............

1 I I :.:1..,..,.,..,u*******iono***un*H*iuon*u*n*****~**

.,,.,n.,_.,.,H.,ooJunu***uu*uiou"""""""nu**j_..,.,.,..,.,.._..,..,.,i *

1. I I

- HH***n*o**i*..,****** .. ***Hi*u*********d'"*l*********H*****l****H*u*******l********o*0*uoi**U*****u****olh** ***** ,,,j,,..,.,,._,.,..,., ...

I 4**o*u*u******~l*****u*U***** ~

,.,i.........,.,.u*uu

- - - - H*H**i"u********U***i*u*..*****uu**i._.,.,,..,.,** ._,. ..,..,f,.,,..,,,,.,,... u,...,j.,.,. ....,uu*u**~**u*u********"'l" ._._,.,.,. ouoiou*n*U*******i**n***********

OOOHOOHH**--J .......... HH**t*H***.. ***HH001.....H .........1....,................ L.................L................l. ..... .....l..................i................

==t*-:::::i::=:=t=*=t=:_ _::t.::==+/-:-=~~*:*-=:l*=**t:*:::* -

N'

c

~

11--+-+ j--r L--1---

z w

0 w

................t**--------..*---t*-*-*****-*-***-*--*-..****-----***..---*hH .............. ~ .. H .... f-***04**-*u* ..*t*-------.. ------i**** * ****u*{******h******** a:

! ! ! ! ! ! ! ! ! l.L

: : : :!: : : : d: : = : : l:=: b: : : : :1: =:=J-=: : d: : :~: =:I: : =: : . !. --*-**-* ~

UUUHOOHHO.inu******H*H~iuuo**.......... ..,.iow ................. i................i........H **** HHi... Hd*******....l... uu****n***iu*H*nn***..*-.i.. ............

u............n..i.~................J............... n.i .............H-*L..............J. . . . . . . . . . . J...................1................H....!................ H!.... ........u

=:::1= ::::j: :::::-.::::j:=~.:::::~:::::::J:=:::f:==::::f:::::::::::j:: :::::: 1=: -* .

- - - - n******f*****.,* .. ****nu~*nu""""'"'""""""J_...,. .. .,.., ****** ,.~.tH*<<<<**u*..- .. u+t*n .. *H****n**l**nu"*"""'*****~uhoH_.,._..,.,.,., ****** u*uuuo******u*"** *****

--~j* j-.~=j==t:****:..J. . =t:+/-. =t=.::t.*~

d 1-~~-+l~~~~li--~~. .l~~~~l~~~~l~~~~li--~~

. . .l~~~*l~~~~li--~~...._~

(E>) NOl.LVl:l31300V Amendment 98 COMANCHE PEAK S E S FINAL SAFETY ANALYSIS REPORT UNITS I ANO 2 FIGURE 3.7B-10A

....t***

...o 10.0 ff .*

40.D '4.CJ JO.It so.t 111.0 to.1 10.0 10.0

- o *c 1.0 1.0 1.c 1.0 1.0 ** o s.o s .o

. o 4.0

..o , .o

'.o %.o 1.0 j .o o.* 0 .*

o.t D **

0.1 0 .1 e o.c o.*

..J 0.1 0 *'

o.* 0 .*

0.1 O.J c.t Q.f 0.10 o.

0.01 11.111 o.

o.o* o.o o.ct o.o

..* o.~

COMANCHE PEAK S.E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Amendment 68 VERTICAL RESPONSE SPECT~A SAFE SHUTDOWN EARTHQUAKE February 15, 1988 10 PERCENT DAMPING F!GURE 3. 7B- 11

w n..

u 0

~-****~f.::.:~::~*::.~[~:=.~l~-::~--:1~*:*=.. :E.:i.*:~f;~~~~=.:::~. ~

=: ::::::j:::::::::t ==~f==~= f.:=~~::::*:t:::::::t::::::::::~l--==:

oou*o****H*f*uo**o*o"***t***********u*ut**uu..o*U**H*f****u*u*******f*****o*********f**o*H*H***H**t****u**ouuo*t**o .... -.H*** ............. ,,...

. . . . . . . J. . . . . . .J. . . . . . ..J......_..... ...J................ L. . . . . ..J. . . . . . ..J. . . . . . ..J........ ...t..............

N' e.

~ ~:1: : _~ 1: :~-~t~-~ ~= ~ :~1: : :~ : .~-: ~ -~ : : :

~

z UJ 0

w a:

u.

: :=:=:l: : : = : l: : :=l=-;:=: l:=:=~:.: l: : : : : :L: : : d: : : : : =J: : : : : :i :.

.................f.................i.. H****H****Hi ................J................~ ..........,.........lH***o***** .. **i****H-.ooun**i********.,.***o*L*** ........,.

q I I I I 1--~~-+~~~-;--~~--;~~~-+-~~~t--~~-t-~~~-;--~~.......,.....~~-+~~~"1-~ I i I I

.....: d (e>) NOl.LW31300V 1Wl03dS Amendment 98 COMANCHE PEAK S E S FINAL SAFETY ANALYSIS REPORT UNITS IANO 2 f'ICURE :5.7B-llA

........**** \OG.t IO.O to.o

........"*' io.o tQ .o

.... 10 .a to.o 11.t

. o 10.t 1.0 1.1 7 .o

- o ** o

- - ~~~~~~~~~Qi~~~~~;t-~~::fi~~~f-:'.X:::!7~1'1~~

.o ..

1.0 J,o t.t l.O u

I/)

\ 1.0

>- 0.1

- - 0.1 0 .*

o., a.1 u

0 o.* ~~:;.L~~~~~~~~~GL,:-7-L)~L.::1-E--1-si+:::t<:~~~7:~7t'>t'"-:1~T:Ri"\~~lt:l Q.I

...I W.I

- - ~~~.tCi~~~~ki~~~?L~~::r~~~~~~tr~~\:t~~~~~ ..o.*,

o.*

o.s o.s 0 .t c.1t 0.1 o.u

- - ,, a.01 C.l>'!

- - o.D

o.ot

- - - o.o

1.a a.CJ

.... **Cit f,I FREQUENCY IN CYCLES/SECOND COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Amendment 68 VERTrCAL RESPONSE SPECTRA February 15, 1988 SAFE SHUTOOWt{ .EARTHQUAKE 15 PERCENT DAMPING FIGURE 3. 78-12

INTENTIONALLY BLANK COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Amendment 68 February 15, 1988 FIGURE 3. 78* 13

g

°"- !"-

Q .-Q I Cl COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Amendment 68 HORIZONTAL ARTIFICIAL ACCELERATION TIME HISTORY February 15, 1988 FIGURE 3. 78-14

w

(.}

0

.--~~~!~~-;~-T-~~,~-g

...........................;.............................1............ J. . . . . . . . . . . . . . . ~

. ...;...........................i........................... :

~ i i I l

...........................L ......................... .i......................... *.........

- - - - +************************- ._ (Jj 0

~

-*-*-r-*- ---". l 0

.. u .................................... ~*f u ..................................... t. . . . . . . . . . . . . . . . . . . . . . . . . . !

[** ..*************.......... -(I) 0

~

E :

l . ! ~

...........................J........................... f.. . . . . . . . . . . . . ;~~,;:=--***********!. . . . . . . . . . . . . . . ~ ~

~ ! .... ~

~

i.,*

i,, j:::

~

- - - - i***************************: *********+***************************1............................. -~

~

HHUH***H*ww********U .. i',,_ . . . . . . . . . . . . . . M .. M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i,UU l

- ~ .. UUHO*OWUUO**Jo******** ................ *H"'~ -

0 ..

!,_ (l)

~

. ~

1--**--+~ *----+--**--+----*--~ ~ . .

~

l

- - - - ..**********r*******-* !

..................;...-*..*************-*****r**********************....*1*************************** - 0(I) l -=i~ ! !

~*

t-~~~~-r--~~~~-t-~~~~-T~~~~--;~~~~~+-~~~~-+-o l,,_

1ir- !

l

0

~ ~ ih C) ih ~ ~

- 0 0 9 ~

(e>) NOl.1.\ftl31300V Amendment 98 COMANCHE PEAK S E S FINAL SAFETY ANALYSIS REPORT UNITS 1 ANO 2 FUEL 6UILOING RE-ANALYSIS EAST-WEST ARTIFICAL ACCELERATION TIME HISTORY FIGURE 3,76-MA

w 0..

(.)

0 1

r--~..---~~l~-.- -~-.-~-r-l~--.-g i !

- - - - -***** ..***j*******....................

t.

- - - - t***************************I.********....................... ~

~:.

i: f ~

i j ~ !

........ ._ .............. H4**-:H**************H***HOO**-HHH**0H** ..................y...........................f........................... -~

I:

!. . ...............:...........*..**............1........................... -"If 0

* * * * * * * * * * * * * * * * * * * * * * * * * * *:, _~.i.*.*.*.*.*.~* * ** H* *H *

1H*H 1u*

O .....

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

~

- : i 6w i i 0 (fj

+*********** ..***********..+**************************-d -

---T----~- ;

.,... UJ

E 1 i=

.............................1H*-**u***--***- .....................-j-.......................... -~

. . i 0

H******HH*u** .. U******~ ....... H*HHO*HHH**HH** ****HHOHU*~:.***********H*****n********1,,, ........................... u - cd I .. j

- -************-***~ . . . . . . . . . . . :=--~**

i

- - - - -r************************** -..f 0

I ! ~ 1,,,

...........................,........................... .............................................r. ..........................1i........................... - 0C\l

!~.

t--~~~~+-~~~~-+-~~~~-*rS::~~~~--;.!~~~~~~!~~~~-+-o

~*~ I I ah 4) ih ~d

....: d 0 9 ~ ..-

1 (E>} NOl.LW31300'1' Amendment 98 COMANCHE PEAK S E S FINAL SAFETY ANALYSIS REPORT UNITS 1 ANO 2 FUEL BUILDING RE-ANALYSIS NORTH-SOUTH ARTIFICAL ACCELERATION TIME HISTORY FIGURE 3.78-148

INTENTIONALLY BLANK COMANCHE PEAK S. E. S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Amendment 68 February 15, 1988 FiGLliE 3. 78-15

INTENTIONALLY BLANK COMANCHE PEAK SES FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Amendment 68 February 15, 1988

"--~~~~~~~~- - ~~-t O:iGl'RE 3.78-16

INTENTIONALLY BLANK

\

COMANCHE PEAK S.ES FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Amendment 68 February 15, 1988 CiGLRE 3.73-17

INTENTIONALLY BLANK COMANCHE PEAK S E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Amendment 68 February 15, 1988 FlGLRE 3. 78-18

0 N

l"'-

co 0

0 **

I OI OI

.~

COMANCHE PEAK s E. s I I

FINAL SAFETY ANALYSIS REPORT i I

UNITS 1 and 2 I 1---~~~--~~~~~~~~ '

VERTICAL ARTIFICIAL l Amendment 68 ACCELERATION TIME HISTORY !

February 15, 1988

w 0..

u (e>) NOl1W31300V Amendment 98 COMANCHE PEAK S E S FINAL SAFETY ANALYSIS REPORT UNITS 100 2 FUEL BUILDING RE-ANALYSIS VERTICAL ARTIFICAL ACCELERATION TIME HISTORY FIGURE 3.7B-19A

lJ.J a.

u 0

d N'

r 0

z UJ (J

UJ a:

LL.

+ + +

w

+

~

.,.. ~

q

~.,..

Amendment 98 COMANCHE PEAK S E S FINAL SAFETY ANALYSIS REPORT UNITS IANO 2 FUEL BUILDING RE-ANALYSIS EAST-WEST POWER SPECTRAL DENSITY FIGURE '.5,76*20

LU 0..

u 0

..,.,.,.....,..,...,......,..._,.,,,.,.....,...,..-,-.,.--..,...,.,.....,............,...__,,.,....,..,...,....,......,..-"'"!'!'!'!"!"'!'"T'..........__,.......,..,.........,.~-r-g 0

0 N"

e.

~

z w

0 w

a:

u..

+ + + +

~ ~ ~..,.. ..,.. ~..,..

n03S/enNI OSd Amendment 98 COMANCHE PEAK S E S FINAL SAFETY ANALYSIS REPORT UNITS I A~ 2 FUEL BUILDING RE-ANALYSIS NORTH* SOUTH POWER SPECTRAL DENSITY FIGURE 3.78-21

INTENTIONALLY BLANK COMANCHE PEAK S ES FlNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Amendment 68 February 15, 1988 FlGLRE 3. 78-22

A A

11 PLAN EL. 905'

9 COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PLAN VIEW CONTAINMENT & INTERNl\L STRUCTURES FIGURE 3. 7B-23

EL.8!'2 "S7' 1

'II

EL ao?J'* l'O ..

sz ~

El.~79.3'* G

- - - - ....,.s;z:.....__ _

__________, --"'52:----

£L;7&.9'* 2*

SECTION A-A COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELEV_Z\TION VIEW CONTAINMENT & HJTE.Rl-J.l\l, STRUCTURES FIGURE 3. 7R-24

c c

B c

a z c.._J 1 11 PLAN EL. 810 - 6 1

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

.,p( , ft * &,,.

c;,*

~ayz:...-.*

"SZ fl:::

x 1c :::;::>'"'"

1~1-JV I *~ K

>IV 1 KYi ~~

'i V 2t:OC?:$b$F:il .J?Yc;,*

&!:5-C' ~*

I

~

,.1--4..1-l ~"ti',. --~**tJ'f.'t:.*

8!:d O" e.gs*c:::.*

.:s:z.._

,.....__,,~..L.-J~~):__Jf sz

~

1¥?7'0"'

\lf iF1fl!

i D :v* 'Ill' IW ,..--;v \I 11

"'-!II~..--. ' sz 610' c:.*

11 .J,.<fO'GI'

...J,.76'~ ---1:1'S?';;;;i!:.. 7 as!.,;"

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

~

--m ~/

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 ., '

~ I.LI

I LLJ rt.v

~

z

" ' 0 I-

' u j "~

ts "' LIJ

'" (/)I

[]

'~ \ 't 0

lV

.,~

\.

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

_________.;.__________:::=------..-------

13.

/

+

0.5 0"1-----r--.,.....--_,.__ _,___,~,-,_,..~r----...,....--.._. __....,.._______,...___......e-o

.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

0 z U">

3.186 S.007

6. 863

s. 970 6.321

~ ... Az..

---..; -RI

-AZ 0

\I')

0 Al: 11-S AJ: *:taT. A~: £-1 0 0

~

0

1' 0 0 zO 0

-ocri t-a:

(T) a: 0 LLJO

_iO 0

w~ N u

u a:

0 0

0

. IC>

~t ~

0 t 1 4

! 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>

....... AY..: N- .~.;. AY:. v~~T*. j _.Ac:

'1! ,.....

0 l./'I C> 4.023 7. l43 E*UJ*....... .,.... -AY z ,.... 5.623 2. 125 * * * * * * * * * -AZ 0 0 0

. 0 Ul w

(_'.)

0 . ~":

~ Cl

zl.O 1n od-t-

a:

cc

Z' wo 0

_Jo 0 Wm m u A"/..

LJ a:

J.1.

~I I / '"- ~ "'-...* I~

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

-AY

-AZ 0

tn AX: 1-S 11: VF.RT. AZ: E-li 0 0 0

r 0

I l

)

0 0 zO 0 om . '. : . .' . . ....... .

('I')

~

a:

wo 0

..Jo wc\i 0

N u

u a:

0 0 0

.. . ~ .. . . . . . .

~

C>

~ ~ I q

! t ~t~ I 10.00

-;--~ ~ ~ I~

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 -

1 T l

CD

~

0 AT g~

I\,)

DIRECT.

0 4.HAX.

573 6.360 -FIX o bC")

3. 690 6.360 -RY ~

z U1 3.91.!S 6.250 AX: E-w A'I: V lRT. AZ.: N-S -AZ i-m 0

II ;2 0

. ~~

~,

CJ 0 0 zO om

._.. r~

I--

a: II a:

wo

_Jc: 0 0

Wru N u

u CI 0 0 0 0 0 ~;-------;~~~1~~~~~t~-t~~))1"1~~~1~~~--t-~-t-_:_l_j 0

0 r:::..---

1. 000 FREQUENCY 8 10. 00 ~ ~ &

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

C) . 3.009 G.360 -Rl' z lf) 1. 120 8. 080 AX: .E-W Al: V EkT. AZ: N-S -RZ

~ ~~

L'.)

=~J Q(T) r--\

~:

I-er:

~o~

__Jc: I .. ~~ .. ~~

Wf\J .

LJ LJ CI gl I \ jg o~ 0 0 0 0

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.

~~

0 6.250 -RX b

2. 903 6.377 ... -AY C')

2.731 6.723 Al : 1:-W ll: VlkT. A~:. N-S -AZ z lf>

C) C)

C)

t' 0

t'

<.:)

0 C) zO . . . . . .. . . . . .* .

Cl D~

~

* ' I I (fl l-a:

a: A'(

wo

_,o 0 Wru 0

('\j u

u a:

C) 0 0 0 C) [.... _, 0 0 0 o1 .I 000 ~

3t I l!

t S l ~ ~ ~ I ~ ~ q I 0

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.

=AX ~g*

..... ,.6_i G,3.1 AY C'I

z 1n*l 1.01s e.mw A.I: t:-W ll: YEhT. Ai: N-S -AZ Ul I I i I ;:f' 0

0

1' l.J 0 0 z~

0 ocn (I')

~

l-a:

a:

wo 0

_Jo CJ wn'; (\J u

u a:

0 0 0 0

'~

0

~r=:

0 I

000 ~ 1 h ~ i ~IHZl FREOUENCl b ~ 10.I oo ~ ~ ~ -to AMENDMENT 78 JANUARY 15, 1990

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

2. 851 3.679 14.93

9. 160 Al: E-lii At: 'V EltT. A:l.: H-S -Al

-AZ 0

an z

0

A:x 0 0

r 0

r 0 0 z:o ocr> - **A 0

(l')

f-a:

a:

wo 0

_Jo Wru 0

(\J u

u a:

C) 0 0 0 ol::: - D 0

s t 0

cil ~ ~ ~ % ~ ~ i ~ ~ ~ lei

1. 000 10. 00 FREQUENCY CHZl COMANCHE PEAK S.E.S.

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

-co I.Ii l )'l l.C>

0 HAX. AT DIRECT.

~~

0 0. 7139 I0.59 -RX I\.)

p 0

0 tn

. 2.059 9.140 0.7312 10.59 AX: l:-W Al: VERT. A~: N-S

. .... -RY

-AZ C>

z 0 0 0

l4 0

l4 C) 0 0 zo .. . .

0 oc:ri (Tl t-a:

a:

l.J.JO :Ay 0

_,J 0

Wru 0

N u

u a:

0 0 0 0 0 It: ..;__ _

"":.. 0 0 0 o1. 000 ~ ~ t~ ~ ~ ~ b~ I ~ . ~ 1\ I o

10. 00 .:-.:::--~--------!

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./.)

0 I\) MAX. RT DIRECT.

0 g~ 4

5 l 6 8. 3 3 0 -RX 0 b

C')

z

2.130 t.n lL 176 9.480

6. 400 1 l: t:-W A~ : Yt.l:CT

A~: ll-S

-RY

-AZ 0

t.n

A-.1 .

.l'V'.

0 0 0

j' 0

JO 0 0 zo 0 o<Yi t-a:

m a:

wo 0

_Jo Wru 0

N u

u a:

0 0 0 0 0

0 b: -:;=-=_,- - 0 0

c:)I ~ ~ h ~ ~ ~ a~ I ~ ~ qI Io 10.00

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

~, - - ~ 9 7 ~ ~ 1~. 00----- 50.0 lJl co l£> t>

--,--- -----,----r-----,- ----

?

I 0

l'V HAX. AT DIRECT.

0 0

C)

g. f 1. 381

1. 708 8.010 9.480

-RX

-Al 0

0 z U">- 1. SSS 8.330 AX; E-W Al: YERT. AY-: t.-~ -AZ lf)

~~

C) 0

J' I

l.J 0 0 zo o~

0

("}

r-a:

cr:::

LUO 0

~~1-0 ru

(_.)

u a: . AY 0 0 0 D gl~----~ C>

3 0

~ ~

i: I 1 1

"-+----

0 1.000 3

l l y--~-9 1 ~. 00

~----- 4 0

~

MM, CHE Pt=AK *-

r ::>11e Ff1EQUENCI CHZ l Fl NA M-JA:

.,,:_i:o:

IS F1EF)OF~T 2

l1MENDMENT 78 JANUARY 15, 1990

5.00 4.5

\_

4.00

( \

\

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

~

z 0

3.00 I I \

0..........

E-<

~µ.:i 2.5 J \

~

µ.:i u 2.00 I \

u

~

1.5 DUE TO *.

L~ .M I

I 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 UNITS 1 AND2 SSE FLOOR RESPONSE SPECTRA 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 \

3.5 -~

I \ \

~

z 0

3.00 I

0..........

~

E-<

2.5 IJ \

µ.:i

~

µ.:i u 2.00 I \

u

~

1.5 I \

~n. H~n"

..:irc1~ i 11-<

SP SCTRA DUE TO HIGH I >ENSITY

.,.,., *~n ~n ~

~

I \

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 UNITS 1 AND2 SSE FLOOR RESPONSE SPECTRA FUEL BUILDING EL 918.25', NORTH-SOUTH (AY), 3% DAMPING REFINED RESPONSE SPECTRA FIGURE 3.7B-50AB dsOOOOkw.dgn 142

0

{/') FLOOR RESPONSE SPECTRA: SSE DAMP ING VALUE = 0.030 fJI AX: N-S AY:VERT E-W ATION 838.0 co 4.0 0 0 0 l'V ~ - r r l T l 1 - r --1 - l r r T ~

0 L() If)

I I 1 I l l I I I I I I b

C) I I

I I I I I I

I I I

I I

I z I I I l I I I 1 I L ___ L __ _j __ .l -* _! __ I _ _J _ _ _ _ _ _ -* _ _ _ _

I

.1 _

I

_ ___ L ____ .J _ ... -*

I I I I 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 0 I I 0

~ ~

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 z _____ J _____ L ___ L __ J _ _ !_ J ___________ J____ L ____ J ___ J ___ L ___ L_!_

0 I I I I I I I I I I I I

t-- I

<( I 0 I l I l I I I l 0

0::: 0 0 w ------------~-------j-----~---~--~--~-~-~ s-------~-------~----~---~---~--~-~-~-

fYl fYl

......J ,

w AX u I I I

u I

<! --rI I 1---1 I I

- - - - - - - ,- - - - - i I I

- - i - - - I I I I

1- T I

I I I

0 I i l l J I l 0

0 -----J-------L----4---~---L--~-~-+-

0

~------

N I I (\j I

I I I I I I I I I 1 r r i T 1 -1 f T I I I I I i 0

L------J-----L---L--J-- - L - - - - J ___ J---L--'----~- 0 1 l 1 I I I

0 0 ---~~~~~~~-1-~~~-1-~~--+~~+-~+--+~+--1--1-~~~~~~-+~~~~t--~~-t--~-+-~-+-~+--+--+--I 0

2 3 4 5 f, 7 89101 2 3 4 5 6 7 8 9 1d' COMANCHE PEAK S,E,S, FREQUENCY N (HZ) FINAL SAFETY ANALYSIS REPORT UNITS 1 AND 2 AMENDMENT 78 SERVICE WATER JANUARY 15, 1990 REFINED RES SPECTRA Fl GURE~ 3, 78 *50B

0 Vl DAMP ING VALUE 0.030 U1 FLOOR RESPONSE TRA: AT ELEVATION 782.0 C>>

U) AX:N-S AY:VERT AZ:

0

('..)

0 b

0 z

0 0 0 0

r------,-----r---r--,--T-,--r,------------,-------r----,---,---r--r-T-,- l'<J

~ 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 I I I I I I I

-.. I I I I I J

I I I I I I I 0 I I I l I I I I 0 I I I I I I I l 0 z ~ - - ----~ - -4 I

I r

I

-r--4 I

--t I I I

~--r4--

I 1

I I

r - -4 I

--4 I

-r I I

-r T ~

0 0

N I I I I I I I I I I I I I I I N r- 1 1 I I I

I I

J I

I I

<( J 0::: I I I I I I ! I w I I I I I I I I I I I \ I ___ J_

~-----r---r--~--1-~--~~------------1-------r----~---~---r- I

__J w 1 I I I I I I u I AY u 0 I I

I I

I I I I I

I I I

I I I I

I I I I 0

...:! 0 0

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

::::::;:r-- c J : :-: '. : : ~----~p. I

---1 I I I I I

r t ! l t I -r----~---~---r- -- I I I I

' I I I I

CJ 0 --11~~~~~~~-;..~~~~+-~~-+-~--1~--i.............~+---+--+-~~~~~~~---~~~.......~~--i..-~-+-~-+-~+---+--+--t 0

10° 2 3 4 5 6 7 8 9101 2 4 5 6 7 891Cf FREQUENCY IN (HZ/

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:

AX: N-S AY: VERT. AZ: E-W 0

LO N

0 0

z

(_)O 0

u...:

a:

0 0

I.I) 0.30 0.45 o.so 0.75 o.so PERIOD-SEC COMANCHE PEAK S. E.S.

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

7B-S l

INSTROCTURE RESPONSE SPECTRA FOR:

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 0

LI')

0 0

0 U')

C!> -

"?

0 UC u*

a: -

0 Ill 0

0.75 a.so COMANCHE PEAK S E. S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2

-* * .c. .C.'-.o. "

Amendment 68 STEAM GENERATOR SUPPORT

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

INSTRUCTURE RESPONSE SPECTRA FOR :

srr~~ v£NER~TOR SUPrCRT SSE E~RTH'ct.:~KE 0 l Rf:CTtON: Z EOU{PMENf*Q~MP[NC: a.oz RESPONSE SPECTR~ DUE TC NOO~L TR~NSLRTtCN:

~x: N-S FH': VE:'IH. ~z: E-W 0

I.I.)

0 0

N 0 -

z uo 0

u..:

a:

0 Ill 0

0.75 o.so COMANCHE PEAK S. E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 INSTRUCTURE RESPONSE SPECTRA STEAM GENERATOR Su?PCRT Amendment 68 Z-EARTH UAKE February 15, 1988 SSE 2 PU -

FIGURE 3. 7B-S3

= G ~

>CONTROL BOARD ANNUNCIATOR 0

0 0

FREE FIELD

/

T

/ / /

0 A

SENSOR SEISMIC INSTRUMENTATION RACK (CONTROL ROOM)

LEGEND

~ TIME HISTORY ACCELEROGRAPH G RECORDER 0 CONTROLLER 0 SCREEN DISPLAY 0 PRINTER COMANCHE PEAK SE S 0 UPS FINAL SAFETY ANALYSIS REPORT UNITS I AND2 SEISMIC INS1RUMENTATION Amendment 102 SCHEMATIC DIAGRAM FIGURE 3.7B-54 fsOOOOOv.dgn

L \....

I.-

L

.. 1 1* ~i x I ~rl 12 R-E *

R.__ R-11 r

'l I

I *I I .1

.L I

I t -- jlj..,.__R

~rR

)(

R rz R f Fl.

~

R

..__, Lli? .....__,,,,. l-R R-11 CASE 1 M CASE 2 M 11..._R i

CASE 3 it

\.... I I R

e x I .)(

R R R-if? I X x

! 11 ~ ~

i

-;- . . 1-L....l I

' ~

LEGEND L - Allowable Spad R I

1*

~r I !l t,rz R-IH t ~ t.. -.+ M - Moment CASE 5 R - Reaction Force CASE*

THERMAL EXPANSION LOOP X - Distance to Guide t1 R

R.,,._~-6 R-11 A .,.._I I M( r--c, 6 = Thermal Movement COMANCHE PEAK S. E.S.

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

0 z u) 0

~

&.LI

....I

'W

(.) ~

(.) lit c(

...J c(

er::

(.)

&.LI 0

I

" \

2.5 Hz CL I"'.>

U) lL 0

z o~

~

2 11 ....I zp

!:!1~"Cl G'l ro

(/) ~

()

i~ 0

~ t-< 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 m H H"J ~ c~>>-

WO H x t:.!

z- - Im( 'z) PERCENT OF CRIT lCAL DAMPING

:J;:J

-...j >-3 trJ H a

~

-t -<

en >>-

i:

m

~o

.z ~z AMPLIFICATION CURVES USING LEAST SQUARE POLYNOMIAL FIT OF FREQUENCY Q) )> IJ I

I-'

0 c: :::> !'..(* m CONTROL POINTS FOR HORIZONTAL GROUND RESPONSE SPECTRA a.. (/) p

~

trj N (/) 7'

0 (/)

m*

IJ rn o .en

. :::0 .

B CA~...L.~

1 ~uEM<>" y ~

DIES£L FUEL OIL TANKJdCONTAINMENT ~~~iA[D\INMR~NT REACTOR WATER Kt.t<E-UP STORA8!

r TRUCTURE NIT No.2 FUEL BUILDING UNIT No I IESEL FUEL OIL TANKS TANK REACTO!{ ~AKE- UP WA HR STORA.&!: TANK

.__ _ _ _ __,,EfUfL1NG WATER STORAGE TANK 1

SAFEGUA~_Q_§__i -1r-.- AUXILIARY ____..,__________ ~~ ~F EG UAR OS w*-r-feffilol NG , I ..J E:fulLDING- BUILDIN_G_ _ __.,,L.. .... ....,.

I UNIT No.2 ; UNIT No. I REFUE1..IN8 WATER STORA8E Pl PE TUNNEL CONDENSATE TAHK PIPE TUNNEL

_____ ,.... H I ..__._..

STORAGE TANK

~ ~

COMOENSATE__/

STORA8E TANK CONTROL ROOM COMPLEX z

z

(.!) BAYS z

0

...J m

w ? , ,5?, ..Kf .. , .'9°. , , F?0 , , ,

2 f'1 ,39° z SCALE IN FEET iii a:

i l COMANCHE PEAK S ES FINAL SAFETY ANALYSIS REPORT UNITS PLANT ARRANGEMENT Fl(]l IR[ 3. 8-1

~ ~ ~

.. ,.'O

~

!\'E>

""(()

~.

135*~0° 1.D.

TURBINE BUILDING SAFEGUARDS BUILDING EL.896*-411 1

EL873 -6' 1

1 860 * ( '

EL.852'.. 6" 11 30'*0 EL ao3'..o*

CAVITY 1

EU752 -6 11

+/- STRUCTURE COMANCHE Pt i.\i\ S E.S SECTION A-A FINAL SAFETYANA!.'*7*:::15 REPORT UNITS 1 ;;:~;::: 2 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 PLANT ARRANC:EMENT

-* ... .. SECTION A--:-A Fl()( IRl 3. 8-2

EL 91s'-o~

E.L89~ :<D*

1 EL. '!'.OI0 -a 1 11 1 11 EL.873 -4 " ...-----:

EL 860'-o'*

ELS42:o' 11 EL.83d-0

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

'Y7~'/'fi','-'Y/

AUXILIARY BUILDING FUEL BUILDING

-i SECTION 8-B COMANCHE PEAK S.E.S 10 5 0 10 20 30 40 :so 60 70 80 90 100 110 120 130 140 150 FINAL SAFETY ANALYSIS REPORT tJwl I I I I I I I I I I I I I I I UNITS 1 and 2 SCALE IN FEET STRUCTURAL PLANT ARRANGEMENT SECTION B:=.E__ _ _ '

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~~"

11 EL 6iZ '- 0 1 11 EL.86Q -0 1 11 EL.77-i -0 SAFEGUARDS BUILDING SECTION C-C COMANCHE PE AK S E S FINAL SAFETY ANALYSIS REPORT

'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) =

%"LINER- OYLINDER LEAK CHASE

.r.::

ANGLE

~"i SEE

~

1

~' I' cl:' ( I 4 0 I TYPICALJ ARRA GEMENT OF ri I I

-~11 \ _ ANC!OR STUDS

<r fi LL 135 1!.. d' 1.0.

WA LL OR DOWEL (SEE SECTION A-A FIG. 3*8-10)

DETAIL 2 SEE DETAIL 2

--MAT SEE DETAIL 3 CO~~~~~

covElE c*

U*, y,\1JER 6t ...

t 2!.6" CONCRETE 0~ ~11 ~~~~ ON M"T TYPICAL ARRANGEMENT OF LEAK CHASE TO~~~~~l LINER CROSS SECTION ANCHOR STUDS IN WALL 8 DOME CHANNEL TEE i

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

[B3EJ RE-INF eAf5' ( SEE FIGURE 3.8-9 SECTION A A _fil C01'Ji. ACCESS REINF.

BA CADWELD / ~ RoTAT I-JG =LAT*

SLEEVES DLTAlL 3 foRM BRACK.ET (HP.)

~~ LI NE:.R. F. 5E:E:. OETA L 3 y ~-

~ ~ i"r-t. PLAN 1" TH1cK t:NEo rt COMANCHE PEAK S E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 DETAIL 2

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

-.M.-~--

LINER j_. -

llH[Q t**** A -- - ll._

su:cvE CONT41NMCNT

-ANCUOR LUGS

=1r

sLHVt:

7~ o-:-- * - -1

_,.*..__ _ _ _ lL_.

(INSULAflON b' I I I I Ii

ANCttOR LUGS COLD PIPE PENETRATION MULTIPLE PIPE PENETRATION 11 LINER ll*~----

~"'

INStOE CONTAINMENT :::n-""--- SLC(VE

( ?==-t 11 I II 1

'---- ""ANCJIOR LUGS

_ .. ,~. ,.t\

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

I " I

I " I u t . I

I "' I " I N~

~. l SEE DETAIL A

(.:*.. ........ ~

I -------1

. ~. ~:--

,41.' *

.i~:>;.:; +.- I I

.*~."::*

I I

TRANSFER I CANAL LINER I I

EXPANS ION JOI NT I VALVE t ** *~~~:*~ REFU EL CA VI TY LINER SL EE VE I

I I

I I *.6* *

L ~JHUlQfi_]Q_X_j

~ .! ::

EXP ANSI ON JOI NT CON T Al NM ENT LINER ELECT RI CAL PENETRATION FUEL TRANS FER TUBE (TYPICAU BLIND FLG

~ t fl. 826' - 6%" -+

- ~~~ACTOR AN CHOR

& FUEL TRANS FER CANA L PRESSURE GUAGE 1 ~

o~:.*~ ti~

- . :--;.*: WELD NECK FLA NG E SLEEVE ---HEAD ER PL ATE THICKENED f£.

EXP ANSI ON JOI NT PENETRATION SLEEVE 0-RINGS

... * .. ~ (TYP)

~:>:. ~:

o~.

~

o .. FL.EX! Fl LJ__ ER

~~... :**:.* ~ CON T Al NMENT LINER CONT Al NMENT BUI LOI NG DETAIL A FUEL BUILDING LEAKAG E MONI TORING COMANCHE PEAK S.E.S.

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

/

-,-~-

I

~ Clo re{ t-ai

+ I I I

r \

~

I

\

__/

'\

~

I I

I

"-~'~_,__ /

ELEVATION PERSONNEL AIR LOCK ELEVjllON EQUIPME: T ttATCH SECTlON C-C OOUILl GASKETEO BOlT£D HATCH COVER,

~LINER ..

THICKENED LINElt l L DETAIL C THICl<ENED LINER ""\

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

, ,. .,., . , '-'"" ooI* * *~ I r 90° 1eo*

I~

270°

.. I QO VERTICAL REIN EL.IOOO!.il"

- - - 111 I 18BAR*

@512"+/-UPTO EL.

I ....

L "

872 1-0 4 t! II 11 +/-

11 11 ABOVE EL.872~0

zr I H~~:~~AL {~ ':.~< I Ill I I

(0 ADD'L "!;, A DD'L

/SHEAR BARS SHEAR. BARS~

1 t ...

E£.821~8f 1~::: ~

EL S05~ 6 11 IA EL.805!..6" VERTl~AL REINF.#18BAR t.:Lo1AGONAL REINF:-___. VERTICAL REINF.

11 LaJ 6 *SPACING UP TO PRIMARY CONTAINMENT LaJ EL.822': ONLY C/) DEVELOPED ELEVATION

_J C\J wl Af.P~~X. 8 RADIAL SHEAR BARS-W<X> 4 'x I' WELDED TO VERTICAL t-1 ~ f'iw

~ LaJ

°*18 ARS

~ a::: ct:

<l (!)

e u:

a:::

0 LL 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

~~---

/' --RADIAL BARS

/

/ CADWELD SLEEVES

/

/ STUDS

/

/ "'"V'"" wrv,s I {TYPlCAb~

I t-18-TOP S BOTTOM I

I

, I I

I I

STEEL TENSION RIN - SECTION_ B-B

- - (i:iMA I RADIAL(MERIDIONAL) BARS IN DOME ARE I~

\ *18-4 ~'14'.,., CONTINUATION OF VERTICAL WALL BARS

\ Op8Bo1

\ .,.01tf .=s2.R1WIJNE

\

\ ..-}

LINER t.

/

"-... / DIAGONAL

~ ~>, _ '-

/

/ REINF.. c I u FOR TYPICAL MAIN WALL REINF.

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

.n--...--°"-;t<*i" ..

~ Hk _,,,, __.._.___ - - .*

~ ~ _ _ , . . . , , _ _ _ _ _ _ _ ... ,

< '/

1 11 r' -r11 ""1

// '

(/

r----

i 11 11 1'

-I

e SPRl1v'4 Ll/llF EL./000~*6

+ + * * * * *::::I

' CON5TR. ,JT.

tT2:t97'..i:;*

_L

- ** **--* - *--*~

.. :.+. _\'.

~~ -~ *

~'

~

* < (\i

(\J

(\!

~ l

~

SHEAR TIES-UNIT I SHEAR TIES-UNIT 2 SECT lo~*

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 1000 1 -6 11 FIGURE 3. 8-llA

LL:

IIt 11~~

~

w a:: ~,{}!

_J u.; <(

z ijJ 0:::

Q.;

0 0

\ <<:) 0

_<{

.. a::

c I f / ; '\,rF/ \ '\\\\'

a:->- <{

I t: <(

~ z

~ - 0

c

(..)

<{ ....

u w w LL: (/)

z

[ij a:::

J I II U..:

~o w-a::fn 0:::0:::

L__JI <(U)

~<(

U)

_, -C\I ARRANGEMENT OF LO COMANCHE PEAK S.E.S.

0 MAT* REINFORCEMENT- PLAN CD FINAL SAFETY ANALYSIS REPORT

_j UNITS 1 and 2 w

YPICAL MAT REINFORCEMENT

VERTICAL REINF*

DIAGONAL RE I NF.

()~ RADIAL R

~,

(FOR M.56 &

~..,< PIPE PENE

~

~+~

I.I.:

z L&J a:::

_J (_ HORIZ

<C(

t- REI NF.

z 0

N a:::

0

c ELEVATION ELEVATION MAIN RE INF. SECONDARY REINF. SECTION REINFORCEMENT FOR PIPE PENETRATIONS COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2

CONT.AfNMENT TYPICAL REINFORCEMENT

~~~~EJ'TET~TION_§___ ..

FIGURE 3. 8-13

ICAL RElNF.

RADIAL REI NF.

~ \

fA~ } A1 re Bl I \~/

C JRCUMFERE.NTIAL REINF.

~~-1-****** . . /

HORIZONTAL ELEVATION MAIN REINF.

J:**

SECONDAfft REINF.

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,,

0..

-~*.~-*~-~-.-*~---~ ..--.- ---- ,._ --~-~"-*-* *--------

'()

- ~

., ... -~ _- .. , Jy***.-._,

-.* * . - -- l N SERVICE .

0 *

. : :- ~

6-

.' I tt=~INSPECTION

~ ~

-~C5SW~ .

-6

~

. e REACTOR "¢"*

~ : ".'

I I co*~-----

ZLE I .

J I I - **

~ "'-- ! ~ /r--1 I I

~

l

VENTEI?> REACTOR LJ, ;(......REACTOR SUPPORTS SEE FIG. 5.4-10 .6.

..- SURPORT PLAN.~REACTOR SUPPORTS Ji

o 2)

'-...R.C PUMP AND STEAM

?'*

I 1

I1 ~

. 0 *

GEN:f*RA TOR PtPf COldM NS

.. -~

SEE ;:-!GURES 5_4-11 t. 5.4-12 . 6. ,.

I-f' ;3

..-'r

A.NCf-t9R i30L1S

~

~- . A

'i 1*

lIj ;..:*

I t

Ij II , ¥*~~~~

J. ; I L_. ~~- . y. SECTION 2-2 ~ANCHE PEAK S.E.S.

i--:v $_,.,._ SECTION 1-1 FINAL SAFETY ANALYSIS REPORT UNITS 1 ;Jnd 2 REACTOR SUPPORTS R.C.PUMP & S . . VERT.SUP 1 T

_ RC PUMP H STEAM GEN. VERTICAL SUPPORTS I I L -*---* --~---*-*-------*--* FICiURE 3. 8-1 7

--r----v----

~-7 CADWELD SLEEVES I

~ :;&~:]

>:!~~~-'(

ANCHOR_/ *'A~'>~~~

~

0 BOLTS

'~\':)

. "" ~ .

~......./ *~~ . /

f

'~'/

"' " /

/

/ , ,

- - - - _____, ""'---+------+-

i\1 RE BARS /

-~PLAN PLAN </

TYPICAL R.C.PUMP TIE ROD SUPPORT STEAM GEN- LOWER LATERAL SUPPORT

( SE E FIG. 5 .4-12 ) (SEE FIG. 5,4 II)

COMANCHE PEAK S E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2

.

PUMP TIE ROD

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

u-,,..~.._ _.... -

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

FAc.I:

H LiMti Sw1TCH a

FLA'-'GE. A~

__h.s.ll_8.1Qf:i ..!: NP_

COMANCHE PEAK S. E.S.

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

~

CONTAINMENT PERSONNEL AIRLOCK CPl-MEMEPA-01 CPl-BSTNPA-01 HYDRAULIC LOCKING RING TANK CYLINDERS (EXTERIOR DOOR)

N N

co

~

t;;

~

µ.,

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

~*~_µ:8 N

TYPICAL EPA DETAIL N co CP2-BSAPPA-Ol

~

t;;

~1 ~

HYDRAULIC PUMP 1

µ.,

~

CP2-BSTNPA-Ol HYDRAULIC TANK LOCKING RING CYLINDERS (EXTERIOR DOOR) tt (6) (6)

CP2-BSAPPA-02

~1 HYDRAULIC PUMP2

~

CP2-BSTNPA-02 -

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

N _.... I 00 r REACTO.--R ~

I I Re\:I !-----

I I

l~Sf#31

~ I r--, I I J')

I

/'-...._

I

-,. I

'~,

I I

t. . . .

270° ~ Rt:P..~I9B _!_ ... 90° CONTAINMENT MIS-ORIENTED

'--** REACTOR VESSEL

// -~ SUPPORT

/ 0~(TYP.)

// ~'.y. '

.,~

~"-.

~

B RCP lR~P*4I

..rv'v:, t->""\

.....q{'r, jSG~l] CORRECT ORIE.rJTATION

~ '

OF REACTOR VESSEL SUPPORT (T'YP.)

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

-~-~---]

I 111 TOP OF BOLT E:L. 819-42 EL. 820'*8~

I CHIP DOWN TO INSTALL 6ASE Ii. ~ RE8AR6

" - I EL 819'-

_c__

_,,..~

.;-tlL

,,,-!.;, --~~~L,;..

02_~~--

- I .

I EL 819'-4'"

2

-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 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)

EL.BIG~a'+1" l EL.812.~*G" 1 zk" 4' ANCHOR 80LT(A5TM A-540, EL. 81:2.1-o B-6ERIE5 GR.B-23) .3'-IOLONG. CADWELD_

(DRILL 15 GROUT IN 4"4> HOLE. I GROUT~ _l____,___ .-~ 1x i;;,'z l<.0*-5~

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

El._810:.::r_ I ll'1= p it?..

EIY ENGINEER IN THE FIELD)

-+-----+-----<~ --------t--~- 2~* 4> HOLE - 5 1-a"z_ 111 PLAN 5ECT. A-A ffIGURE 3.8-241 SECT. A-A fFIGURE 3.8-:£41 SECT. X-X (MASONRY) (REINF.)

~[ ~/ 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

(/')

UJ

_J

_J a:i UJ ::::;::

w

<t

(/')

_J a:i <t w

(/') UJ _J

(/') a:: w UJ 0 :::i

> u LI-COMANCHE PEAK S. E.S, FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2

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

8555-28 x ACTUAL l

PIPE WALL THICKNESS EQUIVALENT L-~~*~-L-IH-E-AR--~--~'----11.....---t--~--------~------~~ T

--1

~r 1 (t)

- - - - - G_-----

COMANCHE PEAK S. E.S.

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

10'

( /)

-I 8

HYDRAULIC INSTITUTE

z:

w

_.J al 6

4

-7*--.........,

..;(

~

C>

-I

-I TYPICAL PUMP 2 NEMA i..--*~ MANUFACTURER LIMIT

z:

LU c

=>

1-

_J a..

~

I<>° 8

J ---

WESTINGHOUSE

z:

C> 6

<0::

al 4

> WESTINGHOUSE & NEMA

~

< NOTE: PUMP BEARING VIBRATION LIMITS LU a.. AS MEASURED AT THE BEARING HOUSING 0 2 I-

~

<LLJ a..

io-1 102 2 4 6 8 I Q3 2 4 6 8 I 04 2 4 6 a ro5 FREQUENCY OF VIBRATION (CPM)

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

u;x.l('lflf!E Ul"T l'Q..E OOIL IJTAC!i .ASSEMBLY Llll"r << i1L cc1

,.,. 1.IFT ~J!1\Mt !iMING

~,,.,.

,. O'Jle.£ TUI!!!

R.i.O: Ill!<<';

~IC

/ ~~1"(11

"'°".UUClillll'!'ell'\.IJllGlll!I

~~~

Slf1il

~~ CQ,. 11)

~ii'!);

L.rr::':><~

WOii.iNK l,H(f"Pf 1/0WJU m;i1~ SlRPORf ft!lll!

~

- -- ~"( Q.F<IPl>l'i:R P<u 8"DffiCHARY Ci"'- CQ~ W

¥m°""ll"t GR.f'l'!ll !lrl'llNG

!llCIM

!'1..-!W.J' F'l,l.ll( ~

-"""""° W.t.!ll<R lPeM L'.N:

UNll.1'11'

"~~Olill'Pi<"I ~1Vlill COMANCHE PEAK S.E.S FINAL SAFETY ANALYSIS REPORT UNIT 1 Full Length Control Rod Drive Mechanism Schematic Amendment 102 FIGURE 3.9N-6A

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

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

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

~~!titti~tt:::

fl: LATCH Altll UHICl'IH LATCH 1.lllK

~i'"-!!........,~--111111'1H

+-!----1.0CK Wlllt:

+".._..;.....;..,___ IUl"l'OllT 'IVH lfOw.ILlt LATCH

~-Hi~+-- STATIOll#.11'1' Collll'l"l:ll flOU:

1'41--.i"'-- 'I.Ult .llllK L-J.....l-.-~--OU10£ Tl/at

~:ij,;...,;....o-+.r--SHOll

~:;ATC~~~~) Oflll'l'H -1119 rll:::A..-~.~t:...--l'Lllltlif.llJ KALf'

'LUX 111110 l.O<:kWlllll t +i~::;;:...--IHIOI 1.1,T llt:Tllllll Sl'llJ!Mt

..:.1:.J---11"1111111 ll[TAlllt:lt LATCHl'lll 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 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

c

/

% /

0.060 Lin COIL OFF} /

w MG CLEARANCE AFTER /

0 LI FT COi L OH LOAD TRANSFER / /

c a::: 0.050

//

C!:l LU

/

a::

0 O.OltO 0

z:

en 0.030 / / __...

w

i:::

u / /

~

I-

....J 0.020 w

u / - - - \ : I FT COIL OH } SG CLEARANCE BEFORE z:

< LOAD TRANSFER a::: 0.010 L I FT CO I L 0 FF w

....J u

0.000 0 100 200 300 ltOO 500 600 700 TEMPERATURE (°F)

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

' - COLUW

.I 0 A"'1 '>Ll SECOllOUY CU( 9U"'OlT

,,..- tun rt,£ OOLIMI I _

~~~o"

-c;i _ _

- /

/

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

!IUICl C~ll.MM

{CIUCIFOll>I) 0

'"--- UHU TIE PUTE urru m..: unn I T

EUTllOll $HIELO rUEl LO!IO C!lllE -LE 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)

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

I I

I i I I

+ .... I

-\L- *'-'

v I I

u..

e-- I I I l

0 I/ I

.__IFRAc TIONI o~

.-::: 0.5-

/ i\ - t 3 1t v 2

_u r--1

---~J~ I \ !

v I

I

~-Lj ,...,....

v .....

I~ 10~5 l \o l.C\

0.5 II lO I /1TllAC Lr u..I

\[

I I V(Mll USE c~

I I ! J 0

~\f I

< I I 0.5 .. a--f RACTION i OF 1t2 t 1 0

~ I i

l I '~ I I

-* ~ +D !

i I

i i

i l

I i

\ /

i I I I I ! ! I NOM~UZ 1 D IiEFERENCf CURVi S~APE FQR RECOI ilSTR JCTIM I t::QBCE -1 TIM PLOTS I I I

l I,

I lt I

i II II II I COMANCHE PEAK S.E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 NORMALIZED REFERENCE CURVE

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

I I

V~LVE Fl ow RATI l 1>m/I rJ I~

!200< too I

!SOOC 00 'K>00 00 I

bOOC 00 I~ L"'

w I ')

vv c(t-2.

~I- II"\ :/

v

<lli:j ~

~g __,,,,.. ~

o'U:

...Jw LLn v . ..,

- ~

(..)

LI.I

> I I

~ 2.0 I

30 40 i

Vh.LVEI FL< >W t REA fjnt::)

Pl.OT OF VA ...VE FLD W Al REA COR REC1 ION COE ""FlCl! NT FOR AD UUST NG =>EAK FOi RCES I

COMANCHE PEAK S. E.S.

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

c.vv I

I Boft

'S z

/

__ Q /

~

()

LLJ 150 I

~ ~ 20!!,

i v v'

,,,,,,,, ~~

..._:i:.,J I

,..,,,- ~

I j

i

_.,V ~

I I I

~ '""'""'

_.,,,,,. ~

~ ,,;"""

l ~i

__..,..,. ~

I

.... I I _,,,..

.---r~

I

/ " _,,_~ ~

~ /

.i<(

i==

50 ~

-- :--r-------_,,,,--

I I -~

~

I I ~

?.

- -n - ---

. _J__- Oft

~

w I~ __ Q -

i

~ --------- i..-- ~

I I

~

I

.... a.o a::

j i

i Wf6.TER 05 S~L VOLU ME(. U.:>J 1.0 i

I I

'ii--

.~~--

_\ !

I I

I ! I I i I

ICUR\ ES DF rlRA~ SIEN r IN ITJAtlON TIME V1 RSU ) WATE~ SI AL VA ~lOUi ) u >CATIONS DOV fNST 1EA~ Of V LVE OF 1

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

I 3Jn2-,

..J -- - I I

~

IN

"' I"'"" I I

0 10 15 I

I

- i --

I I I CUR' 'ES OF POS ITIVI: F~ >RCE Dl. RATION VER :>US WAT ER SEA~

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

9B-6

I

,__~

?5ft.

I i0 *-- ,,..,,.

__....- ~ .:::::::--

LIJ CJ)

J ~

~

--- - - -- ~

d ~

"""!: ~ 151!_

~ ov .---

/~ ~ '--

_N / ~ 10!!

,!!l / /' ~ - ----- .-- -

-:i

~

I

/ /

v; / -

~

~ '..............-

_....--- ~ -- ~

~

5ft.

- ~ " ~ -

~ ~

iA v/ ~

LIJ

(.)

tr 'I/ , / ----

fi

~

-- v

~

LIJ "'ATEI t SI AL VOL JME (ft~)

z n a.o I

05 1.0 1.5 CUR' 'ES OF *EGA .. IVE FC RCE OL RATli ~N rvER~ .us WAT R ~AL VOL UME FO R \ ~RIC us LEG LE NGTt~

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

V.

I ' ~~

.t;"

c LEG I y

v \ J ~\

~ ~---

-- ~ I \

!!'. J /\ '\

ii v-J v V'

......._. :l

\

~_-31

-~ / :; \ v Tll ~E I ~ILU SECC ND

~o

-2

~~

v

\ y \ \ I I

I-

~Q

~

z

J

'\ v \

\

\ II I I

~ *'-......- ti -

'\ i/

(.)

- z

\

v -

COMANCHE PEAK S. E.S.

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

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

""" 3.00 w

0_,

u

.... 2.00 I.I.I ai:

""'w""'

QI: 1.00 Cl..

0.00 _ _ _...._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _...__ _...I_ _ _..__ __,

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

'-Q.

3.20 0

zw zw A.

0 2.*o t-

<<(

LU GI:

J V) 1.60 w

GI:

A.

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

...a u

....<(

0.60

"'w"'

°'

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

0

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

,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

ML16180A443

Text

1

Navigation menu

Search