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Updated Final Safety Analysis Report, Revision 19, Figures, Section 2.5 Through Chapter 3 Corrected (Redacted)
	ML17234A200
Person / Time
Site:	Palo Verde
Issue date:	07/31/2017
From:	; Arizona Public Service Co
To:	; Office of Nuclear Reactor Regulation
References
	102-07547-MLL/TNW
	Download: ML17234A200 (558)
	v • d • e

Cox, Digitally signed by Cox, Matthew S(Z05628)

Matthew DN: cn=Cox, Matthew S(Z05628)

Date: 2017.07.13 S(Z05628) 09:12:53 -07'00'

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Sumner, 1877 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR SONORA EARTHQUAKE 1887 EXTENT OF FAULTING FIGURE 2.5-27 JUNE 2001 REVISION 11

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Dubois, 1982.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP SONORA MEXICO EARTHQUAKE 1887 FIGURE 2.5-28A JUNE 2001 REVISION 11

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Dubois, 1982.

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Dubois, 1982.

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Dubois, 1982. SAN JACINTO, CALIFORNIA EARTHQUAKE 1916 FIGURE 2.5-30F JUNE 2001 REVISION 11

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(vi..J I

Reference:

Dubois, 1982.

}. I. *

. I.

\ I.

I..

"*r

./" I

,.I :

)

PVNGS I

~) ~ 1*

" SO

(.. o::::so::::1oo;;;;;;;;;;Km-~

100 Miles i.

'* ............ ... I:

""'**........... ............. I:

- - 1'-.. ... _ ... - .. *-***_J PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP COTTONWOOD, ARIZONA EARTHQUAKE 1931 FIGURE 2.5-301 JUNE 2001 REVISION 11

lsosei~ma; -~ap for EXPLANATION l111tn~11, i~,

ol specific local1ty December 1932 @

\ ~

Cit' ond !ell 1nltu1 I J City, eorth,.~o~o Aot loll

' +

0 50 100 1$0 ....... Not h i t

_,,,,,,,,, J 0 SO 100 150 Km

0 City or '"""

Ep1ce111 er 37*

""'-*. NE v A 0 A I I -+-u-**-**-**

TA H --*-**-'-*-*1 \ : *-**

"*" ~1-v j \ \

36°

is* C A L I F 0 R. N I A

",,c~ \ 3 ARIZONA

+ .J1

\

/,,,.. ? + ;~ +I

// \

j . (;;// ~Photni1 + \

)l l .:GS + + + ~

--MEXICO

-":(vumo 112°

Reference:

Dubois, 1982.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP GABBS, NEVADA EARTHQUAKE 1932 FIGURE 2.5-30J JUNE 2001 REVISION 11

lf7. 115* 113* 111

DEC. 3011934 5 1521 IX CAIL l F. I

,I I

e Ror.dlbutf LIMIT OF U*o0**otf

~FELT AREA

)1E-C* 31, 19l4 D*c:. !~

~

,. ,***9'°4

,,,,,.""' ltto<fltt*

' 'f.,,i.111 fir~tcott

.......1-

- ""*

Sim 8trnofd1

- /

1,z Conor*ts Junction

~

' " I 134° elnd*O 0 !VERDE SITE /Ill Otc 30

ftmeculo .......

~....... Slick*>... '-a \v D*c. 31 '

Ill Dae !I II~:~~ 30 ',

/V Dec. 31 'Mr.wicopo v

Gilo 8tnd 0.C. !/

SDll O'*fo

Mollow*

'Sllntilltll VI Dec. 31 32"'f I 1< 1 I

~ ~

~ ,

l I I~32°

. ............_ ............._ I

.............__--......(_

111* 113* 111 *

LIMIT OF ~El..T AREA FROM DECEMBER 30, 1934 EARTHQUAKE

@LOCATION OF E~ICENTER

~

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR o !50 ldr I - !1 ISOSEISMAL MAP COLORADO DELTA, MEXICO 1934 MILES llOln'B

- - - r~* U I CHtt tttMt

\Jl'it** St*t**

hMtHc **r**ft l*rt*..-* 1 t9-J4 FIGURE 2.5-31 JUNE 2001 REVISION 11

lsoseismal Mop for EX PL A NATION 3 Intensity at *Peelfle loeollty September 17, 1938

@ City ond felt intensity 0 25 50 miles cp City, eorthquoke not felt 0

e

,., 25 50 Km

+ Not felt

0 City or Epicenter town

/

/ @Reserve

' 'NEW MEXICO I

/

n-m' 33° Clifton I I

4 I

@sotford Ou neon@

41 I Silver City@

5 IV '

_....q{inc~

\ -.I

\:!/Lordsburg

/'A'\

/

___.- ---- ~

I

/

r--**-

1oeo TEXAS 1070

Reference:

Dubois, 1982.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP BUCKHORN, NEW MEXICO EARTHQUAKE 1938 FIGURE 2.5-31A JUNE 2001 REVISION 11

lsoseismol Map fo.r.- EXPLANATt<HI 3

Moy 4, 19 39 City c111d ftll lntuultf City, eonhquah.* not fell 0 l!O 40 Miles Not h 11 0 20 40 l<m City or town 4

Reference:

Dubois, 1982.

ARI ONA

+

CALIFORNIA+

_,, . +

I

(

~ &ouse PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP HOOVER DAM, ARIZONA- NEVADA EARTHQUAKE 1939 FIGURE 2.5-31 B JUNE 2001 REVISION 11

117° 11~* 113° 11t*

c ~IL ~ F ~.~ . f ~ __ J

Ro11dtburo I

-***}<.~ ...-::::.~. ~ I ~AREA LIMIT OF I-m

Sogdad A

,--- ? I*Conqrt* \ I ~34*

lftd10

=

Ilr-3Z: I \

J1111CllOil

~* * - '*"--E SITE ~vondalll\ IV

r---*-

~ ~

~1"'1 TI[-)L I ' Po"° Arlington IV

;11oen1x Vefd* v

Mollil*'

I I I-DI MAY 18, 1940

{

~ M

-~**

-;-x+,l: ................

11~

117° I 11!50

{ ) l 113° 111°

(!)LOCATION OF EPICENTER PALO VERDE NUCLEAR GENERATING STATION a

UPDATED FSAR

)...; 50 MILES

'r- llfO&Tll JSOSEISMAL MAP EL CENTRO EARTHQUAKE 1940 FIGURE 2.5-32 Rtf*rettN* U.S. Coctat ettd l**cl*H* l*rv*i:.

u.11 ..1 ltolH fort~q . .*** 1140.

JUNE 2001 REVISION 11

CAIL l *F.

u1°

.,. 115°

fleoeh 113°

-*"9' 111*

Rolldlllclro 8orstow

" *1<ln9mon

Prescott

F*oostotf Ir-Jr A I Z.

34\

SoftjBtrnord* . I I 1

1340 det* 21,1942 r::lnd10

~

0 h0en,*

San Dl190

>@ *G1lo Bend I

32°1 11... ' l *-*-..................... .l I 132"

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

117° 115* 113° 111*

{!)LOCATION OF EPl~E NTER PALO VERDE NUCLEAR GENERATING STATION d

UPDATED FSAR 0 '50 100 ISOSEISMAL MAP I SUPERSTITION MOUNTAINS EARTHQUAKE 1942 MILES NOaTll ft*f*,..*** U1lttd

u. I .. Cnat .... lhOtt*ttG lurv*:r, IH*t* Eort****kH, 1941.

FIGURE 2.5-33 A*f_...,c. Duboll,. 1983.

JUNE 2001 REVISION 11

117° 115° 113° 111 ° C A(!:k!°,!* * :'"1947.

-::::.. ..' *Fro01toft

2[ )

Boodod I

1 *~*:~~ ~ ~WC~-v e111d10

\ 'W

~

eTtm11C11la PALO VERDE

Gila Send 3

21" 11.i\: I l ... .. ,_... '**L

~............ t 13 2° 117° 1f30 111°

@LOCATION OF EPtqENTER PALO VERDE NUCLEAR GENERATING STATION

~

UPDATED FSAR 0 50 100 ISOSEISMAL MAP

.....--~'-""""=::""WI . . . . . .~....- I MORTll MANIX EARTHQUAKE 1947 MILES Atf.,...., U. 9. C*oat off Geodttlt hrffft U*lfH Sl*lo hr1*~*11, 1941.

Rel*onco. Duboh. 1H3.

FIGURE 2.5-34 JUNE 2001 REVISION 11

112° oVa all&

0 Pnscott 0

PALO YERO SITE oKoha.k.

~

EXPLANATION LOCATION OF EPICENTER

~

NORTH 0 50 100 NOTE:

MILES LllH Of nu AIU AND **SE AS DIAd Ill U.S. UITHQUAIES. tUe ADDITIONAL CDMTDUH FIOl IMT£MSlt't DUA lit U S REFERENCE; U.S . COAST ANO GEODETIC SURYEY ( 1850)

£AITHGUAl£S. tl,1.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP DESERT HOT SPRINGS EARTHQUAKE 1948 FIGURE 2.5-35 JUNE 2001 REVISION 11

11~<> 113° cl> Kingman 4~

-~Topock ARIZONA II-IV PVNGS cAL I F 0 R N I A ,,,,~vu mo

..--.. .. -**-**-* * -**-,~

_,,,---7

- - ~

MEXICO EXPLANATION lsoseismal Map for Intensity ot spec:ific locality May 2, 1949 City ond felt intensity City, eortllquoke not felt 0

(rn:dified from sourc:e 50

)

JOO Miles + Not felt 0 50 100 Km

0 City or town Ep i center

Reference:

Dubois. 1982.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP DESERT CENTER, CALIFORNIA EARTHQUAKE 1949 FIGURE 2.5-35A JUNE 2001 REVISION 11

tsoseismal Mop for July 29, 1950

\

0 0

EXPLANATION 50Km 50 Miles

\ ..

\

3 Intensity at specifcc locality

,.**4

@ City and hit illhnt.ity /"

~ City, eartbquol(e not felt

(

0 Not City felt or town I

Epicenter 4/

\

+

CALIFORNIA 5 J 4f

\" A R* I Z 0 N A

\

' Ill-IV

~~~_.,_.,...__--+----~y

)

3 ;

.~© .. JI

...... ---MEXICO ... - * * * - ( 4

.* 5

~umo 3

4

+

(4 115° ............ ' 114°

Reference:

Dubois, 1982.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP CALIPATRIA, CALIFORNIA EARTHQUAKE 1950 FIGURE 2.5-358 JUNE 2001 REVISION 11

lsose~smal Mop for January 24, 1951

l. AR I Z 0 NA 0 20 40 Mi I es

~

0 20 40 Km

\. 34°30' EXPLANATION *.

3 tr.tensity ot specific locality

@ City and felt 1ntens1ty

<j> City, earthquake not felt

+ Not felt 0 City or Epteenter town

~Bouse

+

33 ° 30' CALIFORNIA

.\

Vl

-*** -** I

"(~ma

5

'M E X IC 0 115 °

\ 3 Reference~ Dubois, 1982.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP CALIPATRIA, CALIFORNIA EARTHQUAKE 1951 FIGURE 2.5-35C JUNE 2001 REVISION 11

~-.,....

--'71

._.~-

[

\

~*

i I

r I

~

i I

i la:_

U S COAST flH) GBIOt:TIC SUIM:Y EARTHQUAKE OF' 21 JULY 1962, 0).52'.14 PST

"--=-.=-=-*

~

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP KERN COUNTY EARTHQUAKE 1952 FIGURE 2.5-36 JUNE 2001 REVISION 11

117 ° 116 ..

"' 0 /. 1140 lsoseismol Map for l '**

Morch 19, 1954 NE \l.)

0 50 100 Mile$ ~ ARIZONA 0 50 100 Km es; -

311° EXPLANATION 3 Intensity at iipeclf1c locality

@ City and 1ntens1ty

City, earthquake not felt

Not felt 0 10 20 30 l<m 0 City or town

./~ ../

,/ +

CALIFORNIA v 6 4 .. ,,-1 J +

-----***~** * @Yuma

--***--** * - * * * -

Somerfon5 1*

I MEXICO PALO VERDE NUCLEAR GENERATING STATION

Reference:

Dubois, 1982. UPDATED FSAR ISOSEISMAL MAP BRAWLEY, CALIFORNIA EARTHQUAKE 1955 FIGURE 2.5-36B JUNE 2001 REVISION 11

- ** - . E.XPLA.NAT-lbN *** "* **--*- 115 ° 114° 113 ° 112 0 3 Intensity ot spec1t1c locality f

~

+ Not felt NE V. :)

~ City, eorthq.,ak~ not felt

" \ +

0 cit)' or town

. I: ~Kinomon 118 ° 116 ° "-*\ ARIZONA 35° le A L I F 0 RN I A\

34°

+

()

.,,C' @Phoenix 0 /~

C'~

/C'

@Hyder

+ 33° lsoseismal Ma~ for + 4 5 4 February 9, t956 0 50 IDO Miles MEXICO ..._._ Tucson@

0 50 100 Km

- -... . + 32°

Reference:

Dubois, 1982.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP NORTH CENTRAL BAJA CALIFORNIA, MEXICO EARTHQUAKE 1956 FIGURE 2.5-36C REVISION 11 JUNE 2001

lsoseismol Mop for December I, 1958

{moddieG from so1.11ce 2481 0 20 40 miln 0 20 EXPLANATION 40 km 3 Intensity at sp*ciflc locality I 340

@ City and felt inten1ity

( ARIZONA

~ Caty, ear thqualle not felt l**

Not fell

+

0 Cit 't Epicenter or town CAL IF 0 RN I A V I - IV

)

I

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

ME X I C0 Son Luis o 1160 1150 114

Reference:

Dubois, 1982.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP NORTHEAST BAJA CALIFORNIA, MEXICO EARTHQUAKE 1958 FIGURE 2.5-36D JUNE 2001 REVISION 11

111* 115° 113* 111*

I

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

1 JULY 21, 1959 10*39:29 MST EXPLANATION 3 ~ I I ~ V l 1~*

i.

UTAH

" "-. I NE~ UI IV

cador Clly

,,n Natrona!--....._ @LOCATION OF EPICENTER

' " .,. PO~ll ..Mm-V' Ot'der\'llle V 1----- ~,~L -~;~-~r- --

~

1 I , ~Jacob_.../

Lake I

I I

I NORTH I

360 f I *"-., I f="\ L I \. .-.,,;;..---*- I "136.

C AIL IF.

Ralldsb!lro e l'Nch $pr1nqs 0

-- - -- 50 MILES ff*f*t*M*' u. s. e***1 *** **oCtH* Svr¥1r, Ufllt*d *t*t** l:orttu1u*llH, *****

100 MollVll*

e 1Cin<a1110n 8ot9IOW

8Q9dad *Pr11eott A I Z.

~ I / \

~ '~

Son' Bemardl!ID *Coft9rets Jvf'Cf-1

111d10 PALOI VERDE SITE e

~

eT9-cuta

Phoeftta PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP

- -+-- -1 eG 1to-&.nd 1--1 KANAB EARTHQUAKE 1959 elmpeuol 117° us* 113° 111* FIGURE 2.5-37 JUNE 2001 REVISION 11

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

! . I I .

~u I l I

Reference:

Dubois, 1982.

\ I f

\ I

(..

) !I

.J o I I ~~ I 1** o 50 100 ... , , * *

.I I 0 so 100 Kiii

............... 1*

... . . . . . ... I

*-. . . . . . _J..

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP GLOBE, ARIZONA EARTHQUAKE 1963 FIGURE 2.5-37 A JUNE 2001 REVISION 11

Reference:

Dubois, 1982.

2 4

0 50 100 l<m PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP COLORADO RIVER DELTA, MEXICO EARTHQUAKE 1966 FIGURE 2.5-37B JUNE 2001 REVISION 11

117° r-nr e Rolldsbut9

k*fl9lllClll *-r LIMI OF FELT AREA eFloQ*taff

PrHcott I Z.

APRIL 8, J968 18:28:58.9 PST

~-,~~~~-t-1~~~~~~-L:--:~~~--_::~.J---~~~~~1"132" 117°

@LOCATION OF EPICENTER 0

-- - -- 50 MILES Al,__ct .u 9 CM** -4 ._,_,,_. .S11n~

......... lt*h. . . ., ...............

100 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR

,...~ ~tM3 ISOSEISMAL MAP BORREGO MOUNTAIN EARTHQUAKE 1968 FIGURE 2.5-38 JUNE 2001 REVISION 11

lsoseismal Map for April 28; 1969 ftafw11nce: Dubois, 1182.

EXPLANATION 3 l11teralty ot specific locollty

@ City and felt Intensity

<j> City, eorthquoke not felt

Not hit

0 City or town Eplctrlfer

\

J

/@Porker 3~0 Aj :

../

111-iV

'\

f

. _ ... -***~**--" 3

~5....,._ _.,,,,, +

... -***-***M E x I c 0 112° 113 11

?/* * , **

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP WARNER SPRINGS, CALIFORNIA EARTHQUAKE 1969 FIGURE 2.5-38A JUNE 2001 REVISION 11

r**-**- **----**-**-** *-**_... ............ - I

=

.I I..

- vi )

I..

Reference:

Dubois, 1982.

~. I..

\. I..

\..

,.l I..

f. I..

.)

. oPhoeni(j I..

PVNGS l).

(..

0 50 100 Miles ol!!siiiia!!!!5so;;;l!!!!ll*1-oo;;;;;;;;;;;Km;;;;;;;;;;;;;;a I.

- ~ ..., I..

.... , @rues on

... "' ... I..

~.

- ~.

............... I:

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP SAN CARLOS, ARIZONA EARTHQUAKE 1969 FIGURE 2.5-388 JUNE 2001 REVISION 11

lsoseismol Mop for February 9, 1971

!1.uTAH 37°

~ .

i-**-**-** NORTH 0 50 100 Miles I

Reference:

Dubois, 1982.

0 50 100 Km tC:jli EXPLANATION I

3 Intensity ol specific locality City ond fell intensity City, eorthquoke not felt Not felt C i ty or town Epicenter

+

orker II-IV

\

- -***- M E X . _,_- .

-~***-~t

5 Yuma +#

111° 116° 115 -.. ... 114° PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP SAN FERNANDO, CALIFORNIA EARTHQUAKE 1971 FIGURE 2.5-38C JUNE 2001 REVISION 11

EXPLANATION 3 lntenr;ity at speclfi c locality G) City and felt l11lenslty

<j> Ci tr, eorthquak* not felt

+ Not felt 0 City or town

Epicenter l.

~ARIZONA

\..--.. ..

v I

IV -***-***f"'-*~**

~Yumo

....-.---.....:.J r

Is o s e i s mo I Map for ~.

January 23, 1975

. ,- 3 MEXICO ***-.... ...

0 10 20 30 40 50 Km

Reference:

Dubois, 1982.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP BRAWLEY, CALIFORNIA EARTHQUAKE 1975 FIGURE 2.5-380 JUNE 2001 REVISION 11

0

...co 0 II'> ..,...

0 ..,..,

0 0 031X31f UN ~

0 C>

E ~ ... *

0 0

0 C>

<( * --..*

z *

~

0 * *

-a:

N

<(

0 0 N

* *~ .,

.:c 0

0 0

0 c:t

* * ~

=... C>

0

=

....c:t

ift 0

0

0 0 0

0 a::

0 ID 0

~

c

(.a .....

0 0 0

ID 4

EPICENTER NUMBER OF REPORTS FELT AT INTENSITY 5 PALO VERDE NUCLEAR GENERATING STATION

NOT FELT UPDATED FSAR IDOIFIED AFTER l.I. UNll, $.T. HARDOUi, ANO 0111, 1977 ISOSEISMAL MAP PRESCOTT, ARIZONA EARTHQUAKE 1976 FIGURE 2.5-39 JUNE 2001 REVISION 11

,--**-**-**-**-** - .. -**-** -*i j :

<./

""'\

'I.

..\ (!) !.

~ I.*

)

I.

. I.

i I r*C. "-.

i tD .____ s_o_ _ _

............. o_ _so!Siiiiiii0iiiiiiii1.oo Km

,oo '"'" !I

............. /'at_ *

- - """'* ~Tucson *

.. """" ... 1 Refer.ence: Dubois. 1982. .......... * *. """'- *1 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP PRESCOTT-CHINO VALLEY, ARIZONA EARTHQUAKE 1976 FIGURE 2.5-39A JUNE 2001 REVISION 11

r**-**- **---- .. ..__ **----**--**----**-**:

.i I

("1.) !

. I l .

). !I

\ ~ :

\ ~)no Volley !

f../ ',c~

Lj\r I:

J

,,_,J 0 :

PVNGS I t). o_-ii'iill!!!!liiiiiiili!!!!is&ooiiiiiiiii;;;;Oiiiiiiiiiiiiii..;a'oo M 11 u

ol!!!liiiil!!liiil!!5!Soiiiiiiiiiiiliitoiiio Km J 1** :

.., . J

'*.. """**. I:

Reference:

Dubois, 1982. '* ' . I.

.. , ***-***~ ... ......_. ... ...J PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP CHINO VALLEY, ARIZONA EARTHQUAKE 1976 FIGURE 2.5-398 JUNE 2001 REVISION 11

EXPLANATION lsoseismol Mop for 3 Intensity at specific localtty March 5, 1977

@ City and felt intensity

~ City, earthquake not felt 0 10 20 30 40 50 Miles + Not felt 0

I0 20 30 40 50 K m

0 City or town Epicenter NEW MEXICO II-IV 4

v ARIZONA

+ 4f 5

+

35° +

Reference:

Dubois, 1982.

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP STANDING ROCK, NEW MEXICO EARTHQUAKE 1977 FIGURE 2.5-39C JUNE 2001 REVISION 11

114° lsoseismol Map for Morch 15, 1979 0 30 60 Miles Oi!!!!liiiiiil!!!!!!!3i\iii0iiiiiiiiiiiiiiiiiiiiil60 Km ll6°

+

{ /VI'

\

CALIFORNIA II-V VII

+

EXPLANATION 3 Intensity ot specific locality

@ City and felt Intensity

City 1 earthquake not felt

+

0

+ Not hit City or town Epicenter

Reference:
Dubois, 1982. PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP YUCCA VALLEY, CALIFORNIA EARTHQUAKE 1979 FIGURE 2.5-39D JUNE 2001 REVISION 11
2
@Kingman +
3 II-IV l!l**t"'
.y 4 +
~ @wfck~nhrt
©aoue
© Quortz1ite 3
3
+ff;enh
v 41~!:}*;* ..****
+ '+
ARIZONA
+ ** **
4
+ + +;+
+
+ 4
+ +
EXPLANATION lsoseismal Map for
!I l"l*n*lly 01 spec1f1c locol1t, October 15, 1979 @ City and hit 111ten11ty 32°
CHy, eorlhquok* not ftll +
ol!!!!!!!!!liiiiiii91!!!!!!!!5iiiiiiiiiil4~0~~~~8!;!0 M.1I es + Not fe 1t 0 City or town Eptctnter ~
Reference:
Dubois, 1982.
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ISOSEISMAL MAP CALEXICO, CALIFORNIA EARTHQUAKE 1979 FIGURE 2.5-39E JUNE 2001 REVISION 11
11a* 11s* Jf 4 0 113* )120 111 111 110° 109*
UTAH . C!'LDR_~ ..
NEVADA GLEll CAllYOH Ull 38 6 . "' ., ~--
--- I 34*,
EXPLAHATION
,, .... I I
.. ACCELEROGRAPI!
" ARIZONA 35*
.. I* ~
..................... ' /

. \ I I NEW MEXICO 35° llAllO DAM PJIESCOTT YA HOSPITAL "" \

3,. 1..
I ~ \ \ I 34*
( \
41mem U HOSPITAL 33* I
... __J ~
~
SITE
~
33*
~ / / 0 50 Ml l ES 100 TUCSOll 32° Yl HOSPIUL 31*
PALO VERDE NUCLEAR GENERATING STATION 115* 111* 110* 109* UPDATED FSAR ACCELEROGRAPH LOCATIONS FIGURE 2.5-40 JUNE 2001 REVISION 11
!:it ~ tr.¥ l<g EXP LANA Tl ON
a
~ -. Ill/
I : li"8 Ouatuoq filul ls llljlhri O.lltrOffJ holts ii1.?'
.;ni
/
Inf 1t ..aHU 22 (C 0 fStCS tlUCHttr l*c*t1on
~
1.
l2 [pinrttu 1nmbt:* ( ta.blt 2.S.s )
/ <*-*)nm ****w ..,., wo z;; //
'8
~
~ ~~ f$$ (lllu:en111 ttuttcifl. nuabu 1nd
.. *"' /~~ .
Richtlt Hi.DI ha1e iti
..- .\
/ . I
~ ~
- !-t ... *
. ...~s- -**-.... . . , .. __.,,
\
\ It taut 1ott ¥te.ter
>-- ~
lrtllt~llO Usttt I:--,,-; - ' """~~~ .
....... "7 \ ICIC.tl ltt!S a " , ,! rtiiUill4 It US louhtn&
I ,,.J,;-" ~"}..... J//
I 'f.... I tI \
£
-~~:- - -.......
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~
,ti <'" II ( '_.._..,. ,,,. ~j. *..."/'. .,.*1 ~~ ... htl"4U Pltltltct*t *nd
~ ' J'
, ** ,,,_.- I , -.......__
7,, ...
~
huU lltU, ,tuts Ifill ttna:tr conn.
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II;
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....~ ~* ;/--*---..4,.,.::::_~~-L*
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/
ifl(
UIS f-lf* ut n*thUt ht fl.,_.1!.UfM _JOU i* J91i-Ai ht11tfi:tli 1Hlil10 iH nc:ss ._,. 1n 1t10111*r~
..,.. / I ./,'*11 *fjHJj-.i;f*lf -t } U ~ lftl*H'J
.' ~- i
/ :/o*~~
j .Lo~ lttt1n1u1* il*JtHflf, itl!J ... ,, .. , tJH Allll
<) /*/,;-'~* 0 l*hln.*hu*I li11MhSH*I
I .t t. (Wl<<I) i-_.ilfJ (US>
~ /
/1I ~
10 n
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t;ttl or lll.U
'r,(
ii~
, :;l*'ll
-~ "'
/
f' -,"'
1 '--"'-J i 0
~-
pp fig ;.R " ~ a =Ji h PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR RELOCATION MAP. ZONE B EPICENTERS FIGURE 2.5-41 JUNE 2001 REVISION 11
,~ - --
, ., .,. ... ,,/* ...
'('
I 1
.* ~ .
~".
1.)-t_
\,
u ..
.. .., ~
0
_j w
\
... ...... , ~ ..... ........
.. . SCALlllG RECORDS FACTOR
_x.* **,* -~. ,I
PASADENA 1952 I. 69
"~ :y.'. ., . ... ,((
... 1'- ...... <
, SANTA BARBARA 1952 0.98
' . . HOLLYWOOD STORAGE BASEMENT 1952 t. 69
' ' ~
.. HOLLYWOOD P.E. LOT 1952 1.69 f .; :.... ':'.
~ (..'.
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL SPECTRA FROM 1952 KERN CO. EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 2% DAMPING FIGURE 2.5-42 JUNE 2001 REVISION 11
u 4 0
_)
w "
> i -~**
, )... .'< '
~
)cA
. -i
(, i
. -~
\
.. .,.. .....ro. , y *1 t: ~ .... ;/ 7~/ ~ ~*
~* I.. .... *'* *~ . . _.,,,._
./
SCALllUi RECORDS FACTOR 1952 1. 69 1952 0. 98 1952 1. 69 A 1952 1.69 <1
..>\,
j t j
2 4 PER :C : :,;': .:
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL SPECTRA FROM 1952 KERN CO. EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 5% DAMPING FIGURE 2.5-43 JUNE 2001 REVISION 11
1952 l.69 2 1952 0.98 '
1952 I. 69 -*~
1952 1. 69 t t I*
2 PERfOC se : s PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL SPECTRA FROM 1952 KERN CO. EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 10% DAMPING FIGURE 2.5-44 JUNE 2001 REVISION 11
SCALHtG* ~ ~
FACTOR l952 I. 69 ....
1952 ll.98 ..-~ '
1952 1.69 ~
"--, x *,~i 1952 l.69 ..,.
b .:
PER IOD (sec s )
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL SPECTRA FROM 1952 KERN CO. EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 2% DAMPING FIGURE 2.5-45 JUNE 2001 REVISION 11
I .
.4
.e .2 Q 8 PERIOD (sec s PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL SPECTRA FROM 1952 KERN CO. EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 5% DAMPING FIGURE 2.5-46 JUNE 2001 REVISION 11
) "\ , ~ .i' .,.-, ~-,--*..-- :***~--- ----*~-- . **---~ ..
/ \ ,/ "\, . )-
u Q)
"c r-u .. -.: ~
i '*:
j
.... ! ).,.
0 : *,., !.,.. ........ .,, / **~ """
_j
. .,., ' ' ,'(
w "t . '
~ ' i... ,. .* ~ .
\
.,_ " "',J.,. ., '
x~ '
)... " \., \., .l. ,. ... ...
' L
.... . SCALING . I
..,. 4 RECORDS FACTOR
'\ ' '
'\.
~"
'xi< * ,,,_,..,. / PASADENA 1952 1.69
-<;" *-.~/,,,/ /( SANTA BARBARA ,... 1952 0.98 * *'l -.
. ,, ' ,/x> ,/ \.. HOLLYWOOD STORAGE BASEMENT l952 I. 69
.( >. " ,
HOLLYWOOD P. E. LOT 1952 1. 69 P ER 100 {secs PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL SPECTRA FROM 1952 KERN CO. EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 10% DAMPING FIGURE 2.5-47 JUNE 2001 REVISION 11
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL SPECTRA FROM 1971 SAN FERNANDO EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 2% DAMPING FIGURE 2.5-48 JUNE 2001 REVISION 11
~x /
,/
~... ~ ~
~* .
t-u 0 ...i' '**.
_J w
> ,(
I
.*-,;I .
.. ~ ~
.4 .... lj .:
2 REC OROS SAN BERNARDINO 1971
SAM JUAN CAPISTRANO 1971
' .. JI. '""'-
2 6 e.
PER IOD (secs )
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL SPECTRA FROM 1971 SAN FERNANDO EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 5% DAMPING FIGURE 2.5-49 JUNE 2001 REVISION 11
'- *** ~. .... .,.. _ - ** ~* *.,.,. , ~ ., ..,........ *. . *- - ~ " " ' A
" i O.?Oc NRC HORIZONTAL SPECTRU~
..}'
. . . * 'f-.._ - ,,. ...,. "< \..
~
.ii-* .... .. .,. ... ...
~..~ ..
... . l' ..
.. ... . .. ~ 1.
~* *. ... .!
~.- - . 1
~
c
)
'I' * **~ .. .(
' *l...
.. ..~
'*..,,,, v SCALING SAN BERNARDINO RECORDS 1971 FACTOR
'l 38
>i " ~
,;i * . I
, SAN JUAN CAPISTRANO 1971 3. 79 ~~-~**j PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL SPECTRA FROM 1971 SAN FERNANDO EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 10% DAMPING FIGURE 2.5-50 JUNE 2001 REVISION 11
1-u 0
...J w
RECORDS 1971 1971 04 06 .08 2 A 6 o PERIOD {secs PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL SPECTRA FROM 1971 SAN FERNANDO EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 2% DAMPING FIGURE 2.5-51 JUNE 2001 REVISION 11
-~~-~-* .
v 0
_J w
\
v ...,,. !"- !....
b' .,, ... *' ~ "'x" t
SCALllG RECORDS FACTOR *...... "-~
) ( __
SAN BERNARDINO 1971 3.38
SAN JUAK CAPISTRANO 1971 3. 79
'** ' \ .
JG PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL SPECTRA FROM 1971 SAN FERNANDO EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 5% DAMPING FIGURE 2.5-52 REVISION 11 JUNE 2001
~' \ E'
~
,. 0. 20g NRe VERTICAL SPECTRUM
. ... , l ,;?-
(.
~ ";"
~- _
, ., .,:# ** "*v
.,. '\ ~--
.:- "'f
_,,/ .. "4" ' ..
.j **
I
.j
... . J ., .
.. *~
'C SCALING
,,. RECORDS FACTOR .'* .,
.~ , ""
SAN BERNARDINO 1971 3. 38 SAtl JUAN CAPISTRAHO 1271 3. 79 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL SPECTRA FROM 1971 SAN FERNANDO EARTHQUAKE SCALED TO SSE OF MAGNITUDE 8 AT 72 MILES 10% DAMPING FIGURE 2.5-53 JUNE 2001 REVISION 11
70 5-19-40 60 50 3-19-54 8-22* 52 40 t .7-24-47 6-8-34
5'31"38 4-28-69 30 9-14-41 ~
It 12-31..<t1 7*18-46 1 t
~. 9*12*70 tt12-3-38 6-28-86 1 *7*29-50 2*11 ..9~t
)(
a..~ , ~1959 range 1! IJ.15-45
i 1*1-2.c.rn w<
a: t1-IM6 sw 10
u. ]2+1* 11"4...a9 9
1938 _1959 8 -
12*17*55 7
10.2-33 6
l&-11-62 5
116-14-53 4
~ 11-1441 3
5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 6.0 MAGNITUDE FELT ARUS GF EAR111QUAKES e CALIFORNIA EARTHQUAlES (COFFIAM AND YON HAKE, 1873) 0 ARIZONA EARTHOUA1£S (COFFIAN ANO YON HAIE, 1973)
~ ARIZONA-UTAH EARTHQUAIE. FELT AREAS CALCULATED FROll U.S. EARTlfQUHES (1958) PALO VERDE NUCLEAR GENERATING STATION Cl PRESCOTT, ARIZONA EARTKQUAlE. UPDATED FSAR FELT AREA CALCULATED FROI KING 1t at. 1871 MOTE: DATE Of EARTHQUAKE SHOIN HEIT TO SYl80L COMPARISON OF FELT AREAS FOR CALIFORNIA AND ARIZONA EARTHQUAKES FIGURE 2.5-54 JUNE 2001 REVISION 11
XII AVERAGE INTENSITIES XI u
Gutenbero and Richter 0942, table 10)
...J x Benioff and Gutenberg ( 1955, table I)
...J
<t 0
(.) IX 0:: Gutenberg and Richter (1956, table 20)
LI.I
~ measured in tnetropoliton oreos(that VIII is, over alluvjum) 0 w 4
~Q VII magnitude 0
e VI
>- v t:
Cl>
z LI.I I- IV z
LIJ
<:> 111 c(
a:
w
~ II 00:>
2-2.2 I[
00 1001 200 300 400 500 600 700 800
,;_... EPICENTRAL DISTANCE ( 6} IN KILOMETERS Rt,!R!llCf
latHh, P. J. (IHI)
Average intensity-epicentral distance curves for earthquakes of different magnitudes in Southern California. Focal depth-16 km. Richter.(1958,p.140) considered I= 1112 as limit of perceptibility.
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ATIENUATION OF MODIFIED MERCALLI INTENSITY FIGURE 2.5-55 JUNE 2001 REVISION 11
GENERALIZED SOIL AND ROCK DESCRIPTIONS SIL TY SANO, Cl~~Y. ~A~ *.&!\NOY SILT; ISM , SC.-
ri~~t¥.~ ML), brawn to yellow brown, ul~rtous. occa:io~rl fine to medium gravtl.
C1EJ SILTY SAND, SANO; ISM, SP-sMI, brown to yellow brown, 0<<<<io111I horiza1111 of silty und and dayey S111d.
CROSS SECT ION LOCATION
D UNIT 1 CLAYEY SAND, SANDY CLAY; (SC, CL-CH}. brown to red brown, oetlltiond gqvcl.
~
SILTY SANO, SANDI CLAYEY SAND, SANDY SILTY; ISM, SI', SC, MLI, brown to ytlfow trown, occ1tiol1ll t~in lt1118$ of !iltv day
lili Sil TY CLAY; ICL-CH). brown to rtd ytflow, Octl!lonrl tt in ltllSIS Df dayey tilund Andy lilt.
~
SANDY SILT, CLAYEY Ell T, and CLAYEY SAND; IMl, SCI. l:r.iwn, btMJ~ mi:leeous, OCQllood dty Slnd her*
l?ons.
~
~
SANDY SILT, Sil TY SAND, CLAYEY SANO, SANDY CLAY; IML, SM, SC, CLI, brown ta ydlow bro.,.n, lueilly 1rlcattous.
tll TY CLAY, CLAYEY SILT; ICL-CH. Mll, brown to rtd yl/llaw, non caltartallS to vtry telcersous.
~
Sil TY CLAY; !Cl-CHI. rtd brown to yellow 111d, a:ltr110U$,
SILTY SANO, SANO widl GRAVEL, CLAYEY SANO, SANDY tllT; ISM, Sl', SC, Ml), brown to yeUJw brown.
FANGLOMERATE; rtd brown, htfd, 1ngullr to lUblntUllf, poorly sorttd ctn h a rJltv sand matrix.
EXPLANATION
~
~
- SANDY TUrF and CLAY; rtd to srwy, cruddy st,..ti'i1d.
5 litl!ozont unitt
notld In llCtion 2.5.1.2.2 A Strtti~raphic mtmbtr
~ INTEllLAYEllED FLOW BRECCIAS and rLOWS; grey, htrd, mocluattly 10 highly fnictuntd.
Borinas u*d to construct profHM
~
Borings projtClld to profilt lint
~ ANDESITE; pu111l1 gray, hard, ephtnitic.
~
40 ao o 40
.F..EEJ'.
IO 120 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR GEOLOGIC PROFILE THROUGH UNIT 1 FIGURE 2.5-56 Sheet 1 of 3 JUNE 2001 REVISION 11
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR GEOLOGIC PROFILE THROUGH UNIT 1 FIGURE 2.5-56 Sheet 2 of 3 JUNE 2011 REVISION 16
+
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR GEOLOGIC PROFILE THROUGH UNIT 1 FIGURE 2.5-56 Sheet 3 of 3 JUNE 2011 REVISION 16
GENERALIZED SOIL AND ROCK DESCRIPTiONS
~\: ~t'-1.7"'~1 SILTY SAND, GRAVELLY SILTY SANO end SANDY
~~.~~~~i{~~. SILT; *11L1, . , _ 10 Y111011 iw-, lhin ~lilt 11on1.,...
en ant'"
CSTI '
$ANO widl SILT; W- l1I ylllow b,_,
. _ ef lilty lllld, rhlfllY IMd llld .,_i.
CROSS SECTION LOCATION UNIT2
D SANDY CLAY
CLAYEY SAID; !CL.SCI, ,_ bmwt te "d v..iaw, llCallOllll gnMI.
GRAVELLY IllTY IMO. $ANJJY GRAVEL, 11111 CLAY*
EY SANO; SM.GP, ~SCI,"- te v*"'*
~
D SILTY CLAY tlld CLAYEY SILT; (CL.CH, ML), brown 18 ylllow M, llCCllkmll thin dt ind ~ lilt. horizoiw.
~
SANDY SILT, CLAYEY Sil T 1114 CLAYEY SAND; tn, SCI, brown,laaly micaalllll, . . . - . . alhr
llorlioi..
~ $ANDY SILT. SILTY SAND. CLAYEY SAID; .. t,.Sll, SCI. brown IO Nd llfolrn. ocadonal *dy c1e¥ hlldzftl.
~
Eill SILTY CLAY lftd CLAVEY SILT; !CL.CH, ML), brawn 10 y.UO!fnd.
D SILTY CLAY; (CL.CHI. rM iw-.
EXPLANATION
~g~~J SANDY SILT, SILTY SAID, llLTY with SAlllO; IML, SM), W- ta ylllawin-, . . . . . cllyty lltl!erizOfll.
FANGLOMERAT'E; ,.db,_, hri AltOESITE; purple~' hn.111henhlc.
5 li#lonmunhs
110ted in *lion 2.5.1.2.2 btiprhC metnber 8orfa!ll lllld to COnllrllet profllts Borintt Prejecttd to profo llM
~ SCALE L_:_J
'° 20 0 .0 eo t:IO FHT PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR GEOLOGIC PROFILE THROUGH UNIT 2 FIGURE 2.5-57 Sheet 1 of 3 JUNE 2001 REVISION 11
VNIT2 SECTION C - C' lLtVATlO~
HtVAflDH !lftt>
lt.ttl 1000
... UTHOt Ollf Sfml01C£ ...
4
";Ill*
-*l
- G m
~m>*h-- ~.~-- *~-A~
~ .. - * ,
I~ :J.~-- : 1 z. ~,,L~,4-::;~'i\*'~~~~
.** * :~W:~'<-"* * * ' 2~f:.;L* ""* .:::~ ::"::
- << 1-l]Q 3 ...
- -*,_* **----*-*?!!JJll!flilllflltlil/1118.
____ *-*.~~s_r:; _,f=
PALO VERDE NUCLEAR GENERA TING STATION - M -- ~
"° UPDATED FSAR
$10
~
GEOLOGJC PROFILE THROUGH UNIT 2
... FIGURE 2 5.57 Sheet 2 of 3 .., I
.... JUNE 2001 REVISION 11
llNIT 2 SECTION 0 - O' ELEVATION (fut) £UiVATJ(UI (Intl 1000 r1000 LITHOZONE STRATIGRAPHIC 960 SEQUENCE 84 SEQUENCE
980 5
920 920 880 840 840 800 I 4
-H I
raoo 760 760 720 no 610 I 3 680 640 640 600 I --
2 L I 800 580 560 520 520 480 PALO VERDE NUCLEAR GENERATING 480
.440~
-p I 440 STATION UPDATED FSAR GEOLOGIC PROFILE THROUGH UNIT 2 FIGURE 2.5-57 Sheet 3 of 3 JUNE 2001 REVISION 11
GENERALIZED SOIL AND ROCK
DESCRIPTIONS
~ SILTY SAHO, CLAYEY SAND, SANDY SILT; l.W.SC,
~
Mll, bl'OW!l to ytllow imwm, ~. o-'11nli fint to medium 9fl!illlll gm1I.
CROSS SECTION LOCATION E2J] SILTY SAND, SAND; ISM, SP-81111}, brllWft to ylllGw bruwn, OCQl!onll horizons of lltV 1111d 111d cf1Y1Y and. UNIT3
D .
CLAYEY SAND, SANDY CLAY; (SC, CL-CHI. bfllWll to ml br.n, oc:adonll fl*d.
Sil TY SAND, SANO, CLAYEY SAND. SANDY SILT;
'911, SP, SC, Mll, bmm to yellow brown, -1o1111 tllln
,._ ohllty ell\#.
SILTY CLAY; (CL.CH), brown to rtd Vlllow, Dcaliollll ~
D thin I - of d.-VIY sllttnd andy allt.
~
SANDY SILT, CLAYEY SILT 1t1d CLAYEY SANO; !ML, SCI, bniwn, l~ly mk:lu0111, ocadORll silty 1Md horilont.
SAHDY SILT, SILTY SAfllO, CLAYEY SAND, &AHOY CLAY; (ML., SM, SC, CL), b!Wft to vlllow bruwn, loCllly mlceceoua.
SILTY CLAY, CLAYEY SILT; lCL-CH, Mi.I, brown to 11d film -
~
ydlow, non ell~ to Wl'f Cllcn-.
D SILTY CLAY; ICL*CH), ml "'-1 to yellow ncl, cslcanOU&.
I~
SILTY SAND, SANO with GRAVEL, CLAYEY SANO, SANDY SILT; (SM, SP, SC. llll. b'°"" to v*ow biwn.
INT£RLAYERED FLOW BRECCIAS -ml FLOWS; lflY, htnl, modm1tly ID h~IY frlctund.
EXPLANATION A lltlllllollt units
noted in lletton Z.5. t .Z.Z
~
SANDY TUFF Jnd CLAY; ml to Vl'f whits, dtMI to 111ry
, dense, ctudtly 1!11tlfltd. 5 Slfltiflnlphie member
~
Borin. u...i to COlldlVctprolil*
~ ANOESITE;pMrpll grrf, hrrd. iplt1t11tic. lori"tll projectld to profllt llM PALO VERDE NUCLEAR GENERATING STATION
~ UPDATED FSAR stALE GEOLOGIC PROFILE THROUGH UNIT 3 40 20 0 40 FHT
'° t20 FIGURE 2.5-58 Sheet 1of3 JUNE 2001 REVISION 11
UN IT 3
SECTION E -E (l(VAT10ll' (l(\'Al10fl 11....1 ,....!....
STJIA'O&ltN"HIC UTMOZOlfl * ::; It bl SEOUHllC.E HO SEOUf*Cf
. j~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~i*1*-~*1*1*~'l*~*oi-i*-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ -*-*-* °...
-C
11.
1- - (
-A
--1<
°
... ------_-_t.--== ~;
-l 0
-* r*..
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR .,.
uo
.. GEOLOGIC PROFILE THROUGH UNIT 3 ...
... FIGURE 2.5-58 Sheet 2 of 3 JUNE 2001 REVISION 11
UNIT 3 SECTION F -F ELEVATION ELEVATION 0..11 (IHI) 1()00 1000
~
STRATIGRAPHIC LITHOZONE *92 SEQUENCE SEQUENCE L S6G 81 ~83 818 0
85
~ ." . ~:.:*.'F::::: " *p;!,; *. . ::..- ~ - ~*;,
5 920 92D E
880 880 J 4 84:1 800 800 760 760 720 no 3
680 680 6'll 640
.. r 0
600
~
+ -
+
600 560 + +
560
+ + + + 1
+ ~
+ + ... + 520 520 + +
+
480 480
<<O PALO VERDE NUCLEAR GENERATING STATION (40 UPDATED FSAR GEOLOGIC PROFILE THROUGH UNIT 3 FIGURE 2 5-58 Sheet 3 of 3 JUNE 2001 REVISION 11
MAJOR SOIL TYPES
SUMMARY
OF SOIL l PAOPERTles D(m 1 urno**
U..1) t:fJlff illfE-MLlUD
!lfHOlOGY , ...
ct,nt*
S:ntATIOAAINte'
n**£~
D<SCll!U'TlOll$
"'"'°"' I:;.,
1
!'Ii
~*
iC>lSU)N SHEA* $TA£NO'nl
(
rAftAtfETEflS 4"
.....C' ~
$o EXPLANATION llTHOLOGICSVM80lS
Ill TY IMll, CtA.'1'1.Y !Wf0.-1elllitfMa.. *.&e.Pa 1 "
.t
"'t Oftl*k-tf'\ilfllllJHMf'__, . . . .
..... *lHMl.OlATE
_i ,_,,.,....,. .SfLrf tUvt. .StHY IAJfD&i.
tt.AYlY $UIOS, . . . .,........ ....._ ff I l ,.,_: !-$&,,_.,. t s-u. GRAVELLY SANO SAND
.......... dfls.. ..E=:=* Mirf*t9 '*1~~ ,....--..
....,. E I= f' J(UY ct.A\'; - - - ....
--..\__ _:._..._..
f( .,.,,, .... Cl. tii

Ut UJ
"-ju'l.'"i ul M'I u t:
Rllll1uf"-..,.. i,.tl'(W.UA.l..1.
ul Jrfl( IH.1'1' SMDCAQY SflT M ClAYlV
$AJID~O"'ltt.AY .
$¥-Mt.SC~
,. ' I I I Sd .,,. ll't ..-:. . . . ................... u.,... flW CLAYEY SANO SllTY$ANll Clai'ictlioll: ~ Mt&l.-i'~_... . . ..
ll***Ml G
"'1
,.. 4 lflT'l'Ct.A'l',..--i"""'llll!M-. C"l, CW
" 11 IO.UfO.ltl ts IW u ~* C..*t11M~ ......
-...1 .......... ~ ............
11!,..,dlad...-..
,,.. .....,. ~ SANDVCl.A Y HiH SANDY SILT
~:~mm
. , . . . . . . . 11'6 . .lltflftf-
~ m11t Sil tr W04A*!.Y ill f _, Ct,;Yn It SW at,SC-Cl.
II f A7 Lil
" ~11 auGUftYCl,.A:T l:cilllt ...... dift!JIUl ...... Mtf. . . . . .IJtttU)f r--L--~,_;~;rvo
-l'lT1tU.'t. Cl 101 n Ut
" *~- . . . . . . .ill!tld ..... i"-*tMk h* rMltt ........ ,.... . . . . . . . . . . . . ..
~ cv.v [l]J] Sill.
\.OM.* UI Ut$"'..........,1111~&1Ji11a.,,**1~.uh:* _..,
o.>*
UN~S'Jll, S.U'O Wtn'tlAY *Slt.TV 1(-tl.. . .l 197
" **111 . . . . . . . . ,..t... 1.... -... . . . . l~
... , 3 K S'llYC.l.\V. ICU~ I
I a I u1 I~" I 1111111.71 1-..HC.UM*all mJ SILTYCl..AY mII CLAY EY Sll.T
~=~~
PALO VERDE NUCLEAR GENERATING STATION
,......... -+i -- I- ---1---J- .-!-- UPDATED FSAR I Mtwtlt.ft from AUii!~ CarP" of (1011"*1t #1d 8m-e<N ot Awt;,Mttt~, t1Mi3 I. .............
,u.vn Sd&SMDV euv, sitT'I' IA.Ila.:
1** I I* I
t*
SUMMARY
OF SOIL PROPERTIES M,N,CV MICK.
"" 1,0 FIGURE 2.5-59
"" JUNE 2001 REVISION 11
GRAIN SIZE DISTRIBUTION FINES (Silt or CllV)
HYDROMETER 1-
c 80 .+-1f-+-~~..:
CJ i 70.+t-+-+-----
~ eo a:
w BOffi:-t-Hl---fH~l+-4..::'.
~
...z L4. "Ct 30 ..-Hi-t-f--1~--11-l:..W-jU
~
ffi0. 20 tt1rt-t-t--fttt-H-+-+--+~-+fi'.'.llllil!
0.001 o.oooe PLASTICITY CHART A SIG~IFICANT PORTION OF
~r--~r-~~-==p-~r-~f-----t~--t~--l.~~:__J SOILS ARE NON-PLASTIC CH x
I.I.I <40 0
z *
I- 30
§ I-Cl)
Cl 20 0..
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SUMMARY
UPPER ZONE FIGURE 2.5-60 JUNE 2001 REVISION 11
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SUMMARY
INTERMEDIATE ZONE FIGURE 2.5-61 JUNE 2001 REVISION 11
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FIGURE 2.5-64 JUNE 2001 REVISION 11
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR SITE VICINITY BORING LOCATION MAP FIGURE 2.5-65 JUNE 2009 REVISION 15
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DETAILED MAP AREA A BORING LOCATION FIGURE 2.5-66 JUNE 2009 REVISION 15
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UM3 DWI 4125 FT ' S(C UNIT 3 0 40 FEET PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR COMPRESSIONAL WAVE VELOCITIES FROM SEISMIC REFRACTION TESTS FIGURE 2.5-69 JUNE 2001 REVISION 11
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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR BACKFILL GRADATION REQUIREMENTS FIGURE 2.5-75 JUNE 2001 REVISION 11
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LOW AMPLITUDE SHEAR MODULUS, 6max (MILLION PSF) 0 5 HJ 15 20 25 50 A
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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL DESIGN RESPONSE SPECTRA FOR SSE 0.2 g FIGURE 2.5-94 JUNE 2013 REVISION 17
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL DESIGN RESPONSE SPECTRA FOR SSE 0.2 g FIGURE 2.5-95 JUNE 2013 REVISION 17
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL DESIGN RESPONSE SPECTRA FOR OBE 0.1 g FIGURE 2.5-96 JUNE 2013 REVISION 17
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- - t ' A' LOCATION OF RESIDUAL GRAVITY PllOflLl?S, CU>l'AN.
A 1977. PLATB 7 llNO I.
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LOCATION OF GEOPHYSICAL FAULTS IN THE TONOPH DESERT FIGURE 2A-4 JUNE 2001 REVISION 11
EXPLANATION 24" CARBON STEEL WATER PIPE
- - - - CONCRETE ENCASED ELECTRICAL DUCT RUN PARALLEL OOCT RUNS INTERSECTING 0 ~o ioo CONCRETE MANHOLE STRUCTURE FEET APPROXIMATE LIMITS OF POWERBLOCK BACKFILL EXACT AS-BUILT BACKFILL CONFIGURATION FOR EACH UNIT IS SHOWN IN FIGURES 2.5-74 THRU 2.5-78. . - - - - - - - - - - - - - - - - - - -
1 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ESSENTIAL SPRAY POND CATEGORY I UTILITY PLAN FIGURE 2A-5 JUNE 2001 REVISION 11
STRUCTURAL BACKFILL CLASS I CLASS II (95% RELATIVE COMPACTION FOR CLASS I & II) ,
OR EMBANKMENT FILL STRUCTURAL BACKFILL CLASS I CLASS II (95% RELATIVE COMPACTION FOR CLASS I & II), OR EMBANKMENT FILL THERE ARE NO GRADATION REQUIREMENTS FOR UTILITY BACKFILL NOTES:
1. ELECTRICAL DUCTS ARE INCASED IN CONCRETE EXCEPT FOR 10 FT. LONG DUCTBANK SAND ENCASED SECTIONS LOCATED AT LEAST EVERY 200 FT. AND AT ALL INTERSECTIONS WITH MANHOLES AND STRUCTURES, RUBBER EXPANSION COUPLINGS ARE EMPLOYED AT SAND ENCASED SECTIONS TO ALLOW FOR DIFFERENTIAL MOVEMENT.
2. APPROXIMATE LIMITS OF CLASS I AND EMBANKMENT FILLS ARE SHOWN BELOW:
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR BEDDING AND COMPACTION REQUIREMENTS FOR CATEGORY I UTILITY LINES SERVICING THE ESSENTIAL SPRAY PONDS FIGURE 2A-6 JUNE 2017 REVISION 19
D.6 r::-----r--;-----t---t--..Y-~--+-----+---1----~---l
,(
Ii SANO&SILTY c:I
...... SAND c:I 10-4 10-l SHEAR STRAIN, PERCENT NOTE: FIGURE REPRINTED FROM PVNGS 1. 2 & 3 PSAA AMENDMENT 15.
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR MODULUS VS. STRAIN UNIT 3 - LIQUEFACTION ANALYSIS FIGURE 2A-7 JUNE 2001 REVISION 11
z...,
u a:
w a.
0 i=
c a:
c:i z
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~Q 10-2 10-l SHEAR STRAIN, PERCENT NOTE: FIGURE REPRINTED FROM PVNGS 1, 2 & 3 PSAR AMENDMENT 15.
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DAMPING VS. STRAIN UNIT 3 - LIQUEFACTION ANALYSIS FIGURE 2A-8 JUNE 2001
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BaH map from Belmont Mtn1., Arlintton, White Tank Iha., and Buckeye 16 Minute Ou1dran1le1.
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LOCATION MAP OF POSSIBLE FAUL TS 12 MILES NORTH OF PVNGS FIGURE 2A-9 JUNE 2001 REVISION 11
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-I il EXPLORITORY BACKHOE TRENCH
! PV-BH-32 I FIGURE 2A-10 JUNE 2001 REVISION 11
160 165 170 t75 f80 "185 . **190 195* 200 205 I I I I I I I I I I Silt (Ml) and silty sand (SM) ; dark yellowish brown (10 YR 4141 ; consolidated; finn to dense; strongly c:alair-.s; Ctfl'M!n,ed; massive; moderately ~aded; sand f"ine to medium grained; fines non to low plasticrty,contact irregular, continuous; loaly gradatioNI.
Siity Slnd (SM); brown (10 YR 5/31; COIW>lidat9d; stiff; strongly ca"*'-"
1Hghtly canented; m-ive;moderately somd; OCQlional gnMtl; 35" silt non to low pi.:ticity; lower coni.ct ~ 1D ~ with underlying _unit.

~;~ ;_2-~*;.~:t1;~:1~f-j},}if:.1

-:~ .- :"" - - .-.-- -
GP) lens ented, stratified, undy W""'el 18nt (GPI I; stiff; moderately calcar-.s;
, ry fine grained; contact Jnit at contM:11.
Vertlca and horizontal scale 1 inch = 5 feet
- -- - I-EXPLORITORY BACKHOE TRENCH PV-BH-33 FIGURE 2A-11 (Sheet 1of4)
JUNE 2001 REVISION 11
N80°E )o
. 00 96
100 105** 110 116 t20 l25 .. 130 135 140 145 150 iss 100 165 170 ..
1 1 I I I I I I I I . I I I I I
' I Silty gravelly sand ISM); red brown (2.5 YR 4/41 ; moderately consolidated; dense 1D locally ll>QSe, weak to strongly calcareous, IOC<lllY cemented; poorly stratifit!d, poorly sorted; clast Silt (ML) and silty sand (SM);c subar91lar to subrounded; sand medium to coane g,-.ined; 20% fines sliW!tly plastic, caliche firm to dense; strongly ca lea rec
/
prominent below soil horizon; lower contact sharp, continuous. medium grained; fines non to I Soil horizon crosses lithologic contacts Lower limit of soil profile development
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Sand (SP) lens Sand (SP) lens Gravel (GP) lens Sand ISP! 1- , /
Sandy silt (ML); brown (7.5YR 5/4}; consolidated; stiff; strongly calcareous Strongly cemented, stratified, sandy gravel lens (GP) non-cemented; m11$1ive; low plasticity; lo-r contact continuous; irregular.
Sandy silt (MLI ; brown (7.5 YR 4/2) ; moderately consolidated; stiff; moderately calcareous; slightly cemented ; massiW; non to low Plasticity; 40% sand vf!f'y fina grained; contact irregular, sharp, eroded. Silt (M LI interfinQen!d with gravelly unit at contacts.
PALO VERDE NUCLEAR GENERATING STATION I IDr.ATCr. C'~AO EXPLORITORY BACKHOE TRENCH PV-BH-33 FIGURE 2A* 11 (Sheet 2 of 4)
JUNE 2001 REVISION 11
N 8QOE )ii 20 25 30 35 40 45 50 55 60 65 70 75 I I I 80 85 90 95 100 I I I I I I
' I I I I I I I SHty fP"llwl ly sand ISM loose, weak to strongly aJbangu lar to subroun<
Lower limit of soil profiie development prominent below soil h Massi.e, ailty lens
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SIJ"Ongly cemented sand lens Sandy gr811et-!P"***Oy sand (GP-GM to SP.SM) ; brown (7.5YR 4nt ; comolidated; dense; Sandy silt (Ml); brown (7 .5Y R 5/*
moderltefy calcareous; cemented; moderai.ly to stro~y stratified; poorly tortld; darts non-cemented; m-ive; low plasti suban"-'la.- to subrounded; polylithologic; und medium to coa..., grained; maximum cobble size 0.2 ft.; pebble~ cobble imbrication prominent; primary erosional cut/fill structures prominent; graded bedding apparent in lenticular beds; l o - contact not exposed in cul .
unit is erosional cut/fill con1x1 with undy lilt (MU at - end of trw>ch ; Silb (ML)
PALO VERDE NUCLEAR GENERATING STATION mixed within gmielly unit; upper cont.act continuous. sharp, locelly ~ational.
I IDnATCn. LCAD EXPLORITORY BACKHOE TRENCH
. PV*BH-33 FIGURE 2A*11(Sheet 3 of 4)
JUNE 2001 REVISION 11
10 -5 0 5 10 15 20 25 30 STATIONS (FEET) I I I I I I I I I I Lower limit o1
. . .'->~~.;:~-~
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Massive silt lens PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR EXPLORITORY BACKHOE TRENCH PV-BH-33 FIGURE 2A-11 (Sheet 4 of 4)
JUNE 2001 REVISION 11
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I PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AS-GRADED GEOLOGIC MAP OF I PVNGS UNIT 1 EXCAVATION FIGURE 2D-1 JUNE 2001 REVISION 11 -
l_ ............__. ..........................................................................,.,....... ..,.*.. ,. ....................... ,. ..................-...--.......
DATUM LINE DATUM LINE I I I I I I I 0 1 2 3 " 5 6 D*t.lil not comct1d to vertical.
SCALE 1"= 1' Stnti!lraptilc Unit 8
~-*; .. ,..**1 Siltv s.nci; ISM!. brown. POOrlv graded...rv r.,.. to '""dium .,...1., to tubangular quartz
{(::..;:~-;~}/ ,..,d, dry toslJghdy moi~t. medium den... occaslanel gr...el, moder*telv ,..1.,...,ow.
f:..t'.;:::*'.;..,,l Gr1Velly Send with Slit: ISP*SWJ, brown, POOrty ll)(tld, fine to C01rM sand. llfWlf p81 .u,,
t..:...*:,,.* ;*::_ ~o 2 1(1.M, lft9Ular to sublngul1r, monderallllv ~Clteous.
S11*tlgraphlc Unh C t:~:.9a bai;me; light gray~o-. very hord nodules, angular f.-.c:1Urw .
Gr..,..llv Callche; white, rnc>deraaly hllfd, m...iw, sandy, cl.V-V Mn 1talns.
[~
S.nd: (SP.SW) brown, poorly to "!Qde11wly 101Wd, .,,...... to subroundtd fine to coane sand; f.....:**~.;.:*:.:::.;.
'.* ...*,~**:.:*] oc:c.oianal ar19Ul.r to aibrvundod grav*I to 1 diarne11tr; loote to denlit, cross-beddoid, day ~Us, grldH to more ci.vev t-rds lower contact.
M k_*.:.::.::***~.:[..=.:.?.= Sandy Silt; CMU. Hght rwddhh b<own, 25~ fine to '"9dlum sa>d, S1lff, dry to sU.-.11v moist,
~ . ;,;: :J tjacc.1reous; oca&ional root cats, Mn 1~in1.
I Stratigrap!iic Unit D
._ .

._,~J SiltY Clayey Sand with Silty Giwel; ISC-SMI. brown to ,.ddllh brown, poorly son.cl, sub*
f_. Q:" * -~ .i>gular, finit to coarse qnd; sut.ngul*r to lllbrouncled gravel to 4" di-lltr; den... c.lle1taous, c:!'--i>eddod with graded bedd1n9; Mn ltained sand at - contact. .,._.,... morw gr..llfly With depdl.
£." *.;*'*... .:j Siind; (SP.SW!. br-" to reddish brown.poorly sorted. sublnQUlar to aubroundad rnitdiurn to
[ .. " ,. ,'*: .:J fine sand. clenSe; ~ U> flnit d1Yev qncf near u-r con1-tt-PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DETAILED LOG, GEOLOGIC MAP AREA 21, PVNGS UNIT 1 FIGURE 20-2 JUNE 2001 REVISION 11
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AS-GRADED GEOLOGIC MAP OF PVNGS UNIT 2 EXCAVATION FIGURE 2D-3 JUNE 2001 REVISION 11
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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DETAILED LOG, GEOLOGIC MAP AREA 19, PVNGS UNIT 2 FIGURE 2D-4 JUNE 2001 REVISION 11
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AS-GRADED GEOLOGIC MAP OF PVNGS UNIT 3 EXCAVATION FIGURE 2D-5 JUNE 2001 REVISION 11 -
.............................................. - .. ...,., .................................... ,.,........ -*tt**.... -.~---9'._.,. .... _................. _... ............ ....
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PAl..0 VERDE NUCLEAR GENERATING STATION
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UPbATED FSAR F'.-/'i:{: .
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AREA35, PVNGS UNIT 3 ,* ...
P. IGURE 20-6
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JUNE}2001 , .;:._.....-' .
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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FIELD PERMEABILITY TEST LOCATIONS FIGURE 2G-1 JUNE 2009 REVISION 15
l . *-*t ..
1 . .GRADE 190FT 0 1'40FT
_Ll~~~~*~FT~~ i INDEX 0 CONTAINMENT IU lL.OING 0 RADWASTE BUILDING SECTION A-A 0 AUXILIARY llUILDING
© FUEL BUILDING
© CONTROL IU1Ll>ING
@ DIESEL GENERATOR IUILDING 0 TURBINE 8UILOING
.IF~' @ OONDENSATE STORAGE TANK If("'..
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...- - ---....._ /VMAX
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r DISTANCE FROM SOURCE HT HEIGHT OF TARGET PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR MISSILE TRAJECTORIES FIGURE 3.5-3 JUNE 2001 REVISION 11
This Figure has been redacted.
This Figure has been redacted.
This Figure has been redacted.
This Figure has been redacted.
. ~ .. .
sYM:..IE'TAICAL ABOUT'- AESTAAl,_T a PIPE ANCHOR IOLTII ROO T*ED IOTH ENOS WITH HEAVY tfEX NUTS a LOCK WASHERS, SNl.MJ TIGHT ll"PE
__..__........ +-+-+--+-- - _L STEEL LIJGS.
'rO MINIMIZE o>>
llETWUl!I PIPE""'° Re.m<AINT (OPTIONAL ASllEQl.llREOI BENT IAR WITH EYE EACJi END ITY,,
NO. MID SIZE OF BARS VARIES WITH ft1PE WtfHtP FORCE
---....... GM TO ALLOW FOR THEl'IAAL a SEISMIC
"'°VEMENT OFPll'E PIP£Wt\IP CROSS-$ECTION SIDE VIEW PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR TYPICAL RESTRAINT CONFIGURATION FIGURE 3.6-1 Sheet 1 OF 2 JUNE 2001 REVISION 11
lfi~W;W?;:,:'; ,. **
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FEEDWATER LINES TO NO.1 STEAM GENERATOR (SG-E-002 AND 013)
PIPE BREAK BREAK WHIP RESTRAINT TARGET LOCATION NUMBER TERMINAL ENDS 2200 NONE NONE 2201 NONE NONE 2206 B CONTAINMENT LINER PLATE, DOWNCOMER FEEDLINE & VALVE NOTE: THERE ARE NO JET IMPINGEMENT RESTRAINTS REQUIRED.
NOTE:
This figure provides postulated break point, and pipe whip restraint information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FEEDWATER LINE TO NO.1 STEAM GENERATOR LEGEND: (SG-E-002 & 013) LOCATION OF POSTULATED BREAKPOINTS & PIPE WHIP RESTRAINTS PIPE BREAK LOCATION FIGURE 3.6-2 PIPE WHIP RESTRAINT JUNE 2013 REVISION 17
FEEDWATER LINES TO NO.2 STEAM GENERATOR (SG-E-005 AND 014)
PIPE BREAK BREAK WHIP RESTRAINT TARGET LOCATION NUMBER TERMINAL ENDS 2207 NONE NONE 2208 NONE NONE 2213 B CONTAINMENT LINER PLATE, DOWNCOMER FEEDLINE & VALVE NOTE: THERE ARE NO JET IMPINGEMENT RESTRAINTS REQUIRED.
NOTE:
This figure provides postulated break point and pipe whip restraint information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.
LEGEND:
PALO VERDE NUCLEAR GENERATING STATION PIPE BREAK LOCATION UPDATED FSAR PIPE WHIP RESTRAINT FEEDWATER LINE TO NO.2 STEAM GENERATOR (SG-E-002 & 013) LOCATION OF POSTULATED BREAKPOINTS & PIPE WHIP RESTRAINTS FIGURE 3.6-3 JUNE 2013 REVISION 17
JET IMPINGEMENT ON BLOWDOWN LINES (SG-E-039, 053 AND 522)
ORIGEN OF JET BREAK NUMBER TARGET MFW 2200 (FIGURE 3.6-21) 1*
MFW 2201 (FIGURE 3.6-21) 15*
JET IMPINGEMENT RESTRAINS (ZCS 922 AND 923)
NOTE:
This figure provides postulated break point, jet impingement target, and restraints/pipe whip restraint information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.
BLOWDOWN LINES TO SG NO.1 (SG-E-039, 053 AND 522) PALO VERDE NUCLEAR GENERATING STATION PIPE BREAK BREAK WHIP RESTRAINT TARGET UPDATED FSAR LOCATIONS NUMBER 2417 NONE NONE 2411 NONE NONE STEAM GENERATOR NO.1 BLOWDOWN LINES 2418 NONE NONE (SG-E-039, 053, & 522) LOCATION OF POSTULATED TERMINAL ENDS 2423 NONE NONE BREAKPOINTS, JET IMPINGEMENT TARGETS AND 2422 NONE NONE RESTRAINTS/PIPE WHIP RESTRAINTS 2428 NONE NONE MAX STRESS FIGURE 3.6-4 2424 NONE NONE LOCATIONS JUNE 2013 REVISION 17
JET IMPINGEMENT ON BLOWDOWN LINES (SG-E-048, 052 AND 053)
ORIGEN OF JET BREAK NUMBER TARGET MFW 2207 (FIGURE 3.6-3) 3*
MFW 2208 (FIGURE 3.6-3) 16*
JET IMPINGEMENT RESTRAINS (ZCS 924 AND 925)
BLOWDOWN LINES TO SG NO.1 (SG-E-048, 053 AND 522)
PIPE BREAK BREAK WHIP RESTRAINT TARGET LOCATIONS NUMBER 2400 NONE NONE 2407 NONE NONE 2406 NONE NONE TERMINAL ENDS 2425 NONE NONE 2426 NONE NONE 2430 NONE NONE MAX STRESS 2427 NONE NONE LOCATIONS PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR STEAM GENERATOR NO.2 BLOWDOWN LINES (SG-E-048, 052, & 523) LOCATION OF POSTULATED BREAKPOINTS, JET IMPINGEMENT TARGETS AND Note:
RESTRAINTS/PIPE WHIP RESTRAINTS This figure provides postulated break point, jet impingement target, and restraints/pipe whip restraint FIGURE 3.6-5 information only. It is not meant to represent the most JUNE 2013 REVISION 17 up-to-date plant configuration for unrelated components.
Note:
This figure provides postulated break point and pipe whip restraint information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.
LEGEND PIPE BREAK LOCATION PIPE WHIP RESTRAINT NO.1 S/G MAIN STEAM LINES (SG-E-033 AND 036)
PIPE BREAK BREAK NUMBER WHIP RESTRAINT TARGET LOCATIONS 2107 D STRUCTURAL MEMBERS AND CONTAINMENT LINER PLATE TERMINAL ENDS 2104 STRUCTURAL BEAMS AND STRUCTURAL PALO VERDE NUCLEAR GENERATING STATION MEMBERS AND DOWNCOMER FEED LINE UPDATED FSAR 2103 A STRUCTURAL MEMBERS AND CONTAINMENT LINER PLATE STEAM GENERATOR NO.1 MAIN STEAM LINES (SG-E-033 & 036) LOCATION OF POSTULATED 2100 STRUCTURAL MEMBERS BREAKPOINTS & PIPE WHIP RESTRAINTS NOTE: FIGURE 3.6-6 THERE ARE NO JET IMPINGEMENT REESTRAINTS REQUIRED u THESE PIPE WHIP RESTRAINTS ARE NO LONGER REQUIRED JUNE 2013 REVISION 17
Note:
This figure provides postulated break point and pipe whip restraint information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.
LEGEND PIPE BREAK LOCATION PIPE WHIP RESTRAINT NO.2 S/G MAIN STEAM LINES (SG-E-042 AND 045)
PIPE BREAK BREAK NUMBER WHIP RESTRAINT TARGET LOCATIONS TERMINAL ENDS 2115 A CONTAINMENT SPRAY RISERS STRUCTURAL MEMBERS AND CONTAINMENT LINER PLATE STRUCTURAL BEAMS PALO VERDE NUCLEAR GENERATING STATION CONTAINMENT SPRAY RISERS, STRUCTURAL 2112 MEMBER AND CONTAINMENT LINER UPDATED FSAR 2111 D PLATE STRUCTURAL BEAMS AND STRUCTURAL STEAM GENERATOR NO.2 MAIN STEAM LINES MEMBERS AND DOWNCOMER FEED LINE (SG-E-042 & 045) LOCATION OF POSTULATED 2108 BREAKPOINTS & PIPE WHIP RESTRAINTS NOTE: FIGURE 3.6-7 THERE ARE NO JET IMPINGEMENT RESTRAINTS REQUIRED u THESE PIPE WHIP RESTRAINTS ARE NO LONGER REQUIRED JUNE 2013 REVISION 17
JET IMPINGEMENT ON DOWNCOMER FEED LINE TO SG NO.1 (SG-E-008, 518 AND AF-A-004)
ORIGEN OF JET BREAK NUMBER TARGET MAIN STEAM 2104 (FIGURE 3.6-8) 13 DOWNCOMER FEEDLINE TO SG NO.1 (SG-E-008, 518 & AF-A-004)
PIPE BREAK LOCATIONS BREAK NUMBER WHIP RESTRAINT TARGET TERMINAL ENDS 2300 A&B SG LEVEL DETECTORS 2305 NONE NONE 2309 NONE NONE 2322 NONE NONE 2323 NONE SG LEVEL DETECTORS 2324 NONE NONE MAX STRESS LOCATIONS 2424 NONE NONE PALO VERDE NUCLEAR GENERATING STATION NOTE: UPDATED FSAR This figure provides postulated break point, jet impingement STEAM GENERATOR NO.1 DOWNCOMER FEED LINE target, and restraints/pipe whip (SG-E-008, 518 & AF-A-004) LOCATION OF POSTULATED restraint information only. It is not BREAKPOINTS, JET IMPINGEMENT TARGETS AND meant to represent the most up- RESTRAINTS & PIPE WHIP RESTRAINTS to-date plant configuration for FIGURE 3.6-8 unrelated components. JUNE 2013 REVISION 17
DOWNCOMBER FEEDLINE TO SG NO.2 (SG-E-011, 519 & AF-E-006)
PIPE BREAK LOCATIONS BREAK NUMBERS WHIP RESTRAINT TARGET TERMINAL ENDS 2310 NONE SG LEVEL DETECTORS (4) 2318 NONE NONE 2319 NONE NONE 2325 NONE NONE JET IMPINGEMENT ON DOWNCOMER FEED LINES (SG-E-011, 519 AND AF-E-006) 2326 NONE SG LEVEL DETECTORS (2) 2327 NONE NONE ORIGEN OF JET BREAK NUMBER TARGET MAX STRESS LOCATIONS 2424 NONE NONE MAIN STEAM 2108 (FIGURE 3.6-7) 13 NOTE:
This figure provides postulated break point, jet impingement target, and restraints/pipe whip restraint information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR STEAM GENERATOR NO.2 DOWNCOMER LINES (SG-E-011, 519 & AF-E-006) LOCATION OF POSTULATED BREAKPOINTS, JET IMPINGEMENT TARGETS AND RESTRAINTS & PIPE WHIP RESTRAINTS FIGURE 3.6-9 JUNE 2013 REVISION 17
ITUll l!IEAATU to . 2 S!IAll mW.TIUO. \
llOTI
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SEIFtJll.l*U llEVATIClil PUNVlfO PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REACTOR COOLANT SYSTEM FIGURE 3.6-10 JUNE 2007 REVISION 14
PIPE BREAK LOCATIONS BREAK NUMBER WHIP RESTRAINT TARGET 1400 NONE NONE TERMINAL ENDS 1420 NONE NONE 1425 A SDC Valve SI-651 Motor Operator MAX STRESS LOCATIONS 1449 NONE NONE ORIGEN OF JET BREAK NUMBER TARGET SI 1327 (FIGURE 3.6-17) 1 SI 1328 (FIGURE 3.6-17) 2 SI 1302, 1303 (FIGURE 3.6-16) 36, 37, 39, 40 NOTE:
This figure provides postulated break point, jet impingement target, and restraints/pipe whip restraint information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR PRESSURIZER SPRAY LINES (RC-N-016, 017, 018, 062)
LOCATION OF POSTULATED BREAKPOINT, JET IMPINGEMENT TARGETS AND PIPE WHIP RESTRAINTS FIGURE 3.6-11 JUNE 2013 REVISION 17
PIPE BREAK LOCATIONS BREAK NUMBER WHIP RESTRAINT TARGET TERMINAL ENDS 1600 NONE NONE 1602 NONE NONE 1603 NONE NONE 1605 NONE NONE 1606 NONE NONE 1608 NONE NONE 1609 NONE NONE 1611 NONE NONE MAX STRESS LOCATIONS 1601 NONE NONE 1604 NONE NONE 1607 NONE NONE 1610 NONE NONE NOTE:
(1) THERE ARE NO JET IMPINGMENT RESTRAINTS REQUIRED AS THE PRESSURIZER IS ENCLOSED IN A SEPARATE COMPARTMENT.
(2) LINES DOWNSTREAM OF RELIEF VALVES ARE MODERATE ENERGY LINES (UNDER CRITERIA OF STP MEB 3-1) AND ARE INDICATED AS DOTTED LINES.
LEGEND:
PIPE BREAK LOCATION PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR PRESSURIZER RELIEF LINES (RC-N-001, 003, 005, 007) NOTE:
LOCATION OF POSTULATED BREAKPOINTS This figure provides postulated break point FIGURE 3.6-12 information only. It is not JUNE 2013 REVISION 17 meant to represent the most up-to-date plant configuration for unrelated components.
SINGLE LINE (RC-N-028)
TARGET PIPE BREAK LOCATIONS BREAK NUMBER WHIP RESTRAINT TERMINAL ENDS 1500 NONE NONE 1505 NONE NONE MAX STRESS LOCATIONS 1501 NONE PRESSURIZER SUPPORT SLAB S/G 1502 A,C,D BLOWDOWN MAIN FEED WTR 1506 NONE NONE NOTE:
PLASTIC ANALYSIS STUDY INDICATED THAT NO JET IMPINGMENT RESTRAINTS ARE REQUIRED.
LEGEND:
PIPE BREAK LOCATION PIPE WHIP RESTRAINT NOTE:
This figure provides postulated break point, jet impingement target, and pipe whip restraint information only.
It is not meant to represent the most up-to-date plant configuration for unrelated components.
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR PRESSURIZER SURGE LINE (RC-N-028)
LOCATION OF POSTULATED BREAKPOINTS, JET IMPINGEMENT AND PIPE WHIP RESTRAINTS FIGURE 3.6-13 JUNE 2013 REVISION 17
UNIT SHUTDOWN COOLING LINES FOR LOOP 1 (RC-A-051, SI-248 AND 240)
PIPE BREAK LOCATION BREAK NUMBER WHIP RESTRAINT TARGET
@ TERMINAL ENDS 1205 NONE NONE 1297 NONE NONE 1299 A PRESSURIZER SPRAY LINE 1299 D SAFETY INJECTION LINES
@ MAX STRESS NONE NONE NONE LOCATIONS NOTE:
MODERATE ENERGY LINE DOWNSTREAM OF BREAKS 1297 AND 1299 NOTE:
This figure provides postulated break point and pipe whip restraint information only. It is not meant to represent the most up-to-date plant configuration for unrelated components. LEGEND:
POSTULATED BREAK POINT PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR PIPE WHIP RESTRAINT LOOP 1 SHUTDOWN COOLING LINES (RC-A-051, SI-A-248 & 240) LOCATION OF POSTULATED BREAKPOINTS AND PIPE WHIP RESTRAINTS FIGURE 3.6-14 JUNE 2013 REVISION 17
SHUTDOWN COOLING LINES FOR LOOP 2 (SI-B-068, B-193, AND B-199)
NOTE: PIPE BREAK LOCATION BREAK NUMBER WHIP RESTRAINT TARGET This figure provides
@ TERMINAL ENDS 1206 NONE NONE postulated break point, 1296 NONE NONE jet impingement target, 1298 NONE NONE and pipe whip restraint @ MAX STRESS LOCATIONS 1261 NONE NONE information only. It is 1294 NONE NONE not meant to represent the most up-to-date plant configuration for unrelated components.
LEGEND:
POSTULATED BREAKPOINT JET IMPINGEMENT TARGET NOTE:
MODERATE ENERGY LINES DOWNSTREAM OF BREAK 1296 AND 1298 PALO VERDE NUCLEAR GENERATING STATION JET IMPINGEMENT ON SHUTDOWN COOLING LINES UPDATED FSAR ORIGIN OF JET BREAK NUMBER TARGET LOOP 2 SHUTDOWN COOLING LINES (RC-B-068, RCS 1118 (FIGURE 3.6-10) 1,2,3,4,5 SI-B-193 & B-197) LOCATION OF POSTULATED RCS 1119 (FIGURE 3.6-10) 1,2,3,4,5 RCS 1120 (FIGURE 3.6-10) 1,2,3 BREAKPOINTS AND PIPE WHIP RESTRAINTS RCS 1121 (FIGURE 3.6-10) 3,4 RCS 1125 (FIGURE 3.6-10) 1,2,3 FIGURE 3.6-15 RCS 1124 (FIGURE 3.6-10) 1,2,3 RCS 1126 (FIGURE 3.6-10) 1 JUNE 2013 REVISION 17 RCS 1127 (FIGURE 3.6-10) 1 RCS 1128 (FIGURE 3.6-10) 1
SAFETY INJECTION LINES FOR LOOP 1A PIPE BREAK LOCATION BREAK NUMBER WHIP RESTRAINT TARGET
@ TERMINAL ENDS 1301 NONE NONE 1311 NONE NONE 1312 NONE NONE
@ MAX STRESS LOCATIONS 1302 NONE NONE 1303 NONE NONE 1305 NONE NONE 1312 NONE NONE 1314 NONE NONE JET IMPINGEMENT ON SIS LINES (SI-E-203, 206, 207, AND 219)
ORIGIN OF JET BREAK NUMBER TARGET RCS 1110 (FIGURE 3.6-10) 3,4,5 RCS 1111 (FIGURE 3.6-10) 4,5 RCS 1112 (FIGURE 3.6-10) 3,4,5 MFW 2206 (FIGURE 3.6-2) 1,2 NOTE:
This figure provides postulated break point, jet impingement target information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.
NOTE:
PALO VERDE NUCLEAR GENERATING STATION MODERATE ENERGY UPDATED FSAR LINES DOWNSTREAM OF BREAK 1313 SAFETY INJECTION LINES (SI-E-203, 206 & 207)
POSTULATED BREAKPOINTS LEGEND:
FIGURE 3.6-16 JUNE 2013 REVISION 17 POSTULATED BREAKPOINT JET IMPINGEMENT TARGET
SAFETY INJECTION LINE FOR LOOP 1B PIPE BREAK LOCATION BREAK NUMBER WHIP RESTRAINT TARGET
@ TERMINAL ENDS 1326 NONE NONE 1337 NONE NONE 1346 NONE NONE
@ MAX STRESS LOCATIONS 1327 NONE NONE 1328 NONE NONE 1330 NONE NONE 1338 NONE NONE 1344 NONE NONE 1343 NONE NONE JET IMPINGEMENT ON SIS LINES (SI-E-221, 222, 223, AND 237)
ORIGIN OF JET BREAK NUMBER TARGET RCS 1110 (FIGURE 3.6-10) 1,2,3 RCS 1114 (FIGURE 3.6-10) 1,2 RCS 1113 (FIGURE 3.6-10) 1,2,3 MFW 2218 (FIGURE 3.6-2) 4,5 NOTE:
This figure provides postulated break point, jet impingement target information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.
PALO VERDE NUCLEAR GENERATING STATION NOTE:
MODERATE ENERGY UPDATED FSAR LINES DOWNSTREAM OF BREAK 1339 SAFETY INJECTION LINES (SI-E-221, 222 & 223)
POSTULATED BREAKPOINTS LEGEND:
FIGURE 3.6-17 POSTULATED BREAKPOINT JUNE 2013 REVISION 17 JET IMPINGEMENT TARGET
SAFETY INJECTION LINES FOR LOOP 2A LEGEND:
PIPE BREAK LOCATION BREAK NUMBER WHIP TARGET RESTRAINT POSTULATED BREAKPOINT
@ TERMINAL ENDS 1351 NONE NONE 1362 NONE NONE PIPE WHIP RESTRAINT 1366 NONE NONE
@ MAX STRESS LOCATIONS 1366 C STRUCTURAL COLUMN JET IMPINGEMENT TARGET 1367 C STRUCTURAL COLUMN 1368 C STRUCTURAL COLUMN JET IMPINGEMENT ON SIS LINES (SI-E-158, 159,160 AND 168)
ORIGIN OF JET BREAK NUMBER TARGET RCS 1121 (FIGURE 3.6-10) 1,2,3 RCS 1122 (FIGURE 3.6-10) 1,2 RCS 1123 (FIGURE 3.6-10) 1,2,3 MFW 2221 (FIGURE 3.6-3) 4,5 NOTE:
This figure provides postulated break point, jet impingement target, and pipe whip restraint information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR NOTE:
MODERATE ENERGY LINES DOWNSTREAM SAFETY INJECTION LINES OF BREAK 1368 (SI-E-156, 159 & 160) LOCATIONS OF POSTULATED BREAKPOINTS AND PIPE WHIP RESTRAINTS FIGURE 3.6-18 JUNE 2013 REVISION 17
SAFETY INJECTION LINES FOR LOOP 2B LEGEND:
PIPE BREAK LOCATION BREAK NUMBER WHIP TARGET RESTRAINT POSTULATED BREAKPOINT
@ TERMINAL ENDS 1376 NONE NONE 1387 NONE NONE PIPE WHIP RESTRAINT 1389 NONE NONE
@ MAX STRESS LOCATIONS 1381 C STRUCTURAL COLUMN JET IMPINGEMENT TARGET 1390 C STRUCTURAL COLUMN 1380 C STRUCTURAL COLUMN JET IMPINGEMENT ON SIS LINES (SI-E-175, 177, 178, AND 179)
ORIGIN OF JET BREAK NUMBER TARGET RCS 1123 (FIGURE 3.6-10) 3,4,5 RCS 1125 (FIGURE 3.6-10) 4,5 RCS 1124 (FIGURE 3.6-10) 3.4.5 MFW 2212 (FIGURE 3.6-3) 1.2 NOTE:
This figure provides postulated break point, jet impingement target, and pipe whip restraint information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR SAFETY INJECTION LINES (SI-E-175, 178, & 179) LOCATIONS OF POSTULATED BREAKPOINTS AND PIPE WHIP RESTRAINTS FIGURE 3.6-19 JUNE 2013 REVISION 17 NOTE:
MODERATE ENERGY LINES DOWNSTREAM OF BREAK 1389
LEGEND FIVE-WAY WHIP RESTRAINT NO BREAK ZONE MSIV MAIN STEAM ISOLATION VALVE ADV ATMOSPHERE DUMP VALVE NOTE:
THERE ARE NO JET IMPINGEMENT RESTRAINTS REQUIRED PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR MAIN STEAM LINES IN MAIN STEAM SUPPORT STRUCTURE NOTE:
(SG-E-206, 207, 208, 209, 095, 100, 059, 070, 084, & 103) This figure provides postulated pipe whip restraint information FIGURE 3.6-20 only. It is not meant to JUNE 2013 REVISION 17 represent the most up-to-date plant configuration for unrelated components.
PIPE BREAK LOCATION BREAK NUMBER WHIP TARGET RESTRAINT
@ TERMINAL ENDS 1900 NONE NONE 1908 NONE NONE 1909 NONE NONE 1929 NONE NONE 1948 NONE NONE 1949 NONE NONE 1932 NONE NONE 1944 NONE NONE
@ MAX STRESS 1917 NONE NONE LOCATIONS 1918 NONE NONE 1950 NONE NONE 1951 NONE NONE 1954 NONE NONE JET IMPINGEMENT ON LETDOWN LINES ORIGIN BREAK NUMBER TARGET OF JET RCS 1121 (FIGURE 3.6-10) 1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17 18,19,20,21,22,23,24,28,29,30,31 RCS 1122 (FIGURE 3.6-10) 25,26,27,28 MFW 2212 (FIGURE 3.6-3) 25,26 NOTE:
This figure provides postulated break point, jet impingement target information only. It is not meant to represent the most up-to-date plant configuration for unrelated components. PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CVCS LETDOWN LINES (CH-001, 002, 027, AND RC-E-091)
LOCATIONS OF POSTULATED BREAKPOINTS LEGEND:
FIGURE 3.6-21 POSTULATED BREAKPOINT JUNE 2017 REVISION 19 JET IMPINGEMENT TARGET
REACTOR COOLANT DRAINS (RC-N-058, 060, 089, 096 AND 091)
PIPE BREAK LOCATION BREAK RESTRAINT TARGET LEGEND:
@ TERMINAL ENDS 3200 NONE NONE 3203 NONE NONE POSTULATED BREAKPOINT 3210 NONE NONE 3213 NONE NONE 3220 NONE NONE 3223 NONE NONE 3235 NONE NONE
@ MAX STRESS 3201 NONE NONE LOCATIONS 3202 NONE NONE 3211 NONE NONE 3212 NONE NONE 3221 NONE NONE 3222 NONE NONE 3232 NONE NONE 3234 NONE NONE 3233 NONE NONE NOTE:
This figure provides postulated break point information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR NOTE MODERATE ENERGY LINES INDICATED WITH DOTTED LINES REACTOR COOLANT DRAINS (RC-E-058, 060, 089, 091, AND 096)
LOCATION OF POSTULATED BREAKPOINTS FIGURE 3.6-22 JUNE 2013 REVISION 17
NOTE:
THERE ARE NO JET IMPINGEMENT RESTRAINTS REQUIRED LEGEND:
POSTULATED BREAKPOINT AUXILIARY SPRAY LINES (CH-E-008 AND 009)
JET IMPINGEMENT TARGET PIPE BREAK BREAK WHIP TARGET LOCATION NUMBER RESTRAINT COUPLING SOCKET WELD @ TERMINAL 1470 NONE NONE ENDS 1472 NONE NONE
@ MAX STRESS 1466 NONE NONE LOCATIONS 1469 NONE NONE 1471 NONE NONE 1473 NONE NONE 1474 NONE NONE 1475 NONE NONE JET IMPINGEMENT ON AUXILIARY SPRAY LINES ORIGIN OF JET BREAK NUMBER TARGET PALO VERDE NUCLEAR GENERATING STATION PZR RELIEF 1609 (FIGURE 3.6-12) 3 UPDATED FSAR CVCS AUXILIARY SPRAY LINES NOTE: (CH-E-008, 009, CH-A-520, & CH-B-521)
This figure provides postulated LOCATION OF POSTULATED BREAKPOINTS AND JET break point and jet impingement IMPINGEMENT TARGETS target information only. It is not meant to represent the most up-to- FIGURE 3.6-23 date plant configuration for unrelated components. JUNE 2013 REVISION 17
NOTE:
This figure provides postulated break point, information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.
NOTE:
UNDER THE CRITERIA OF STP MEB 3-1, THE ESSENTIAL SPRAY POND SYSTEM IS A MODERATE-ENERGY SYSTEM CRACKS ARE POSTULATED AT ALL FLANGED CONNECTIONS LEDGEND FLANGED CONNECTION PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ESSENTIAL SPRAY POND SYSTEM (SP-A-068 & 079 AND SP-B-025 &030)
LOCATION OF POSTULATED PIPE CRACKS FIGURE 3.6-24 JUNE 2013 REVISION 17
NOTE:
NOTE: UNDER THE CRITERIA OF STP MEB 3-1, THE PALO VERDE NUCLEAR GENERATING STATION ESSENTIAL COOLING WATER SYSTEM IS CONSIDERED This figure provides postulated A MODERATE-ENERGY SYSTEM SINCE ITS OPERATION UPDATED FSAR break point information only. It WITHIN HIGH TEMPERATURE PRESSURE CONDITIONS IS RESTRICTED TO LESS THAN TWO PERCENT OF is not meant to represent the NORMAL OPERATIONS CRACKS ARE NPOSTULATED ESSENTIAL COOLING WATER SYSTEM ANYWHERE ALONG THE PIPING RUN most up-to-date plant (EW-A-001, 005, 018, AND EW-B-054, 056, 036) configuration for unrelated LOCATION OF POSTULATED PIPE CRACKS components.
FIGURE 3.6-25 JUNE 2013 REVISION 17
NOTES:
PALO VERDE NUCLEAR GENERATING STATION (1) UNDER THE CRITERIA OF STP MEB 3-1, THE SAFETY INJECTION SYSTEM IS A NOTE:
UPDATED FSAR MODERATE ENERGY SYSTEM SINCE This figure provides postulated OPERATION WITHIN HIGH TEMPERATURE PRESSURE break point information only. It LOW PRESSURE SAFETY INJECTION AND CONDITIONS IS RESTRICTED TO LESS THAN TWO PERCENT is not meant to represent the CONTAINMENT SPRAY SYSTEMS LOCATION OF (2) SUCTION LINES SHOWN AS DASHED most up-to-date plant POSTULATED PIPE CRACKS LINES (3) TRAIN B IS A MIRROR IMAGE OF THE configuration for unrelated ABOVE SKETCH TRAIN SEPARATION IS FIGURE 3.6-26 ASSURED BY DISTANCE AND components.
COMPARTMENTATION JUNE 2013 REVISION 17
CHARGING SYSTEM LINES (CH-E-003, 004, AND 005)
PIPE BREAK WHIP TARGET BREAK NUMBER RESTRAINT LOCATION
@ 1800 NONE NONE TERMINAL 1836 NONE NONE ENDS 1837 NONE NONE 1847 NONE NONE
@ MAX 1809 NONE NONE STRESS 1816 NONE NONE LOCATION 1856 NONE NONE S
7B NONE NONE 10A NONE NONE 27A NONE NONE 51A NONE NONE 101 NONE NONE 105 NONE NONE 112 NONE NONE 131 NONE NONE 140 NONE NONE 141 NONE NONE 143 NONE NONE 144 NONE NONE 149 NONE NONE 155 NONE NONE 160 NONE NONE 184 NONE NONE 185 NONE NONE 218 NONE NONE 220 NONE NONE 224 NONE NONE 226 NONE NONE 227 NONE NONE 229 NONE NONE 230 NONE NONE NOTE:
LEGEND This figure provides postulated break point and jet impingement POSTULATED BREAKPOINT target information only. It is not meant to represent the most up-JET IMPINGEMENT TARGET to-date plant configuration for unrelated components.
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR JET IMPINGEMENT ON CVCS LINES CVCS (CHARGING SYSTEM LINES (CH-E-003, 004, &005)
LOCATION OF POSTULATED BREAKPOINTS ORIGIN OF JET BREAK NUMBER TARGET RCS 1128 (FIGURE 3.6-10) 1,4,6 FIGURE 3.6-27 JUNE 2017 REVISION 19 RCS 1121 (FIGURE 3.6.10) 2,4,6 SDC 1261 (FIGURE 3-6-15) 3,5,7
NOTE:
This figure provides postulated break point information only. It is not meant to represent the most up-to-date plant configuration for unrelated components.
NOTE:
(1) BREAKS ARE POSTULATED AT EACH INTER MEDIATE PIPE FITTING WELDED ATTACHMENT AND VALVE (WITHIN TURBINE BUILDING)
(2) THERE ARE NO ESSENTIAL COMPONENTS LOCATED WITHIN THE TURBINE BUILDING PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR MAIN STEAM LINES IN TURBINE BUILDING (SG-N-035, 038, 044, 047) LOCATION OF POSTULATED BREAKPOINTS FIGURE 3.6-28 JUNE 2013 REVISION 17
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR NOTE: SG BLOWDOWN LINES This figure provides postulated pipe (SG-E-039 AND 048) whip restraint information only. It is ROUTING OF PIPING not meant to represent the most up-FIGURE 3.6-29 to-date plant configuration for unrelated components. JUNE 2013 REVISION 17
NOTE:
(1) BREAKS ARE POSTULATED AT TERMINAL ENDS AND AT EACH INTERMEDIATE PIPE FITTINGS WELDED ATTACHMENT AND VALVE FOR ALL PIPING SHOWN IN TURBINE BUILDING PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR NOTE:
This figure provides postulated pipe whip MAIN FEED AND DOWNCOMER FEED LINES IN restraint information only. It is not meant MSSS AND TURBINE BUILDING ROUTING OF to represent the most up-to-date plant PIPING (POSTULATED NO-BREAK ZONE) configuration for unrelated components. FIGURE 3.6-30 JUNE 2013 REVISION 17
NOTE:
THERE ARE NO JET IMPINGEMENT OR PIPE WHIP RESTRAINTS REQUIRED LEGEND POSTULATED BREAKPOINT PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY STEAM LINES IN AUXILIARY BUILDING NOTE:
LOCATION OF POSTULATED BREAKPOINTS This figure provides postulated break point information only. It is not meant FIGURE 3.6-31 to represent the most up-to-date plant configuration for unrelated JUNE 2013 REVISION 17 components.
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR NOTE:
This figure provides postulated break CVCS LETDOWN LINE TO LETDOWN HX point information only. It is not meant to LOCATION OF POSTULATED BREAKPOINTS represent the most up-to-date plant UNIT 2 configuration for unrelated components.
FIGURE 3.6-32 SHEET 1 OF 2 JUNE 2013 REVISION 17
LEGEND PIPE BREAK LOCATION JET IMPINGEMENT TARGET 1 - CHARGING LINE PIPE BREAK BREAK NUMBER WHIP RESTRAINT TARGET LOCATIONS TERMINAL ENDS 1960 NONE NONE 1952 NONE NONE 505 NONE NONE 215 NONE NONE 170 NONE NONE MAX STRESS 43 NONE NONE LOCATIONS 250 NONE NONE 270 NONE NONE PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR NOTE: CVCS LETDOWN LINE TO LETDOWN HX This figure provides postulated break LOCATION OF POSTULATED BREAK POINTS point information only. It is not meant to UNIT 2 represent the most up-to-date plant configuration for unrelated components. FIGURE 3.6-32 SHEET 2 OF 2 JUNE 2013 REVISION 17
NOTE:
THE AUXILIARY FEEDWATER LINE IN THE MSSS BLDG, SHOWN DASHED ABOVE, IS EXEMPT FROM HIGH ENERGY LINE BREAKS BASED ON 2% RULE AND PIPING IS DESIGNED TO A STRESS VALUE BELOW 0.4 (1.2 Sh + SA).
AUXILIARY FEEDWATER LINES (AF-N-103 AND 105)
LEGEND PIPE BREAK LOCATION BREAK WHIP RESTRAINT TARGET NUMBER PIPE BREAK LOCATION
@ TERMINAL ENDS A95 NONE NONE T15 NONE NONE NO JET IMPINGEMENT TARGETS PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR NOTE:
This figure provides postulated break AUXILIARY FEEDWATER LINES point information only. It is not meant (AF-N-103 AND 105) to represent the most up-to-date plant LOCATION OF POSTULATED BREAKPOINTS configuration for unrelated components.
FIGURE 3.6-33 JUNE 2013 REVISION 17
FREQUENCY (cp1l 100 50 30 20 15 15 07 05 03 02 015 01 PERIOD (sec)
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL DESIGN SPECTRA FOR SSE 0.25 g FIGURE 3.7-1 JUNE 2001 REVISION 11
FREQUENCY (cptl 100 so 30 20 15 \0 3 1.5 01 OS 0 3 0 2 0 IS 0 I
.01 02 03 .04 06 08 1 .2 3 .4 .6 .s 1 2 6 8 10 PERIOD (tee~
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL DESIGN SPECTRA FOR SSE 0.25 g FIGURE 3.7-2 JUNE 2001 REVISION 11
FREQUENCY (q>1) 100 50 JO 20 15 10 5 15 07 0 5 OJ 02 015 01
.01 .02 OJ 04 06 081 2 3 .4 .s .a , 2 3 6 B lO PERIOD (sec}
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL DESIGN SPECTRA FOR OBE 0.13 g FIGURE 3.7-3 JUNE 2001 REVISION 11
FREQUENCY lcp1)
PERIOD (tee)
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL DESIGN SPECTRA FOR QBE 0.13 g FIGURE 3.7-4 JUNE 2001 REVISION 11
350 30,0 I I 11 I 25.0
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SHEAR STRAIN (%i PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DAMPING VS. STRAIN SAND FIGURE 3.7-6 JUNE 2001 REVISION 11
LAYER LAYER IN-SITU DEPTH DEPTH DESCRIPTION TIHCKNESS UNIT WEIGHT POISSON'S SHEAR WAVE VELOCITY LOW STRAIN SHEAR MODULUS LOW STRA.1111 P-WAVE VELOCITY (FT.) (PCF} RATIO (KSF) (Fl/SEC)
(FT.I (FT/SECI AVEMGE PERCHED SAND 121 47' 123 .21 20' 30' l.c 996 11116
\ 3790 4760
\ 1990 WATER LEVEL 44 ' 1113 5260 2fl9ll 47 '
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- 10' SAND 12) 7' 121 .48 1209 6500 I 4446 z
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- 159' SAND (2) 10' 125 .465 I 1389 I I 5454 Cl lJ..
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200- .46 SANO (2) 12' 127 w
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llJ
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- 2270 20650 6948 ...,
300- 300' 2701
- 311 '
19270 6726
- SAND (2) 23' 130 .44 2!76 19130 6660
- 3l4' 350-
- SHEAR WAVE VELOCITY CALCULATED FROM Vs= !Gip)
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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR SHEAR MODULUS VS. STRAIN - CLAY FIGURE 3.7-8 JUNE 2001 REVISION 11
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SHEAR STRAIN (%1 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR SHEAR MODULUS VS. STRAIN SAND FIGURE 3.7-9 JUNE 2001 REVISION 11
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REACTOR COOLANT SYSTEM SEISMIC MODEL WITH REPLACEMENT STEAM GENERATORS FIGURE 3.7-9A JUNE 2009 REVISION 15
CONTAINMENT SHELL LEGEND 289'-6 ,....._ 10 77/fl?flllh RIGID M£MBEA
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.-x PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING LUMPED MASS MODEL FIGURE 3.7-11 JUNE 2001 REVISION 11
I rt.
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+* z _....z VERTICAL HORIZONTAL PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING LUMPED MASS MODEL FIGURE 3.7-12 JUNE 2001 REVISION 11 -- - - - - - --- ---*
NORTH WALL EL 193.67' WEST WALL SOUTH WALL I 26.67' 27.5' EAST WALL EL: 139.5' 11 .0'
© EL: 128.5'
©
-t 9.0'
-t EL: 119.5' WATER EQUIVALENT SPRING CONSTANT 22 .0*
EL:97.5' l
Kz HORIZONTAL VERTICAL PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FUEL BUILDING LUMPED MASS MODEL FIGURE 3.7-13 JUNE 2001 REVISION 11
MEASURED STRUCTURE BECHTEL SOIL FIXEO~ASE TIME-tHSTO RY PROPERTIES MODEL
... r~
..... AREA, " - - - - - , .
MASS (SHAKE)
DESIGN SOIL PROFILE ANO (SMIS)
PROPERTIES (LUCON)J, **
FREQUENCY STIFFNESS DEPENDENT MASS, ANO DAMPING IMPEDANCES - MATRICES IMPEDANCES MODIFIED FOR EMBEDMENT SOIL-STRUCTURE:
INTERACTION MODEL
"'_, r (FOSIN)
FLOOR TIME-HISTORIES
! (SPECTRA)
FLOOR RESPONSE SPECTRA (STICK)
SEISMIC FORCES SMOOTHED FOR DESIGN RESPONSE SPECTRA NOTE:
( ) INDICATES THE COMPUTER PROGRAM USED.
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR PROCEDURE FOR TWO-DIMENSIONAL SOIL-STRUCTURE INTERACTION ANALYSIS FIGURE 3.7-14 JUNE 2001 REVISION 11
ACCELERATION SHEAR MOMENT DISPLACEMENT (g) (k) (k-hl (in.I 289'--6 0 89 1 26 l
I 2,130 263'-6 0 81 0.06 x 10 6 1.09 238'--6 0.73 6,920 0.23 x 106 0.90 I 213'--6 0.64 11,510
\ 0.52; 106 0.73 I 185'-0 0.55.
16,510
\ ._., .... 05' I 160'--0 0.46 20,590 23,390
\ 1.so.io 6
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140'--0 ... 0.39 \ 1.97x10 /0.26 25.500 120*--0 6 0.20 0.33 2.48x 10 \
100*-o
~
(l.2E 27.210 3.02 x 10 6
\ 0.25 73'-6 0.31 28,540 CONTAINMENT STRUCTURE 3.78 x 10 6
\ '0.33 155'-0 0.39 040 150'-0 l I
1950 140'-0 0.35 0.01x10 6 /o .3o 3.790 120*-0 0.30 6 0.09x10 0.21 6.660 100*--0 6 0.28 0.22x10 0.25 93'-3 I 9,030 l 87'-4
I 1 0.33 x 106 0.29 73'-6 0.31 I 11,oso
\ 0.49 x 106 l 0.33 INTERIOR STRUCTURE PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTAINMENT BUILDING DESIGN RESPONSE (SSE)
FIGURE 3.7-15 JUNE 2001 REVISION 11
..._______________ --:::;;:;::--;:;;::;;::-;;:-:::;;:::;:;:;;;:;;;;::;;:::.,,.~ ~ ~ ~-
ACCELERATION SHEAR MOMENT DISPLACEMENT (g) (k) (k-ft) lin.)
El 156' ..
~
0 32 .
.026 3.900 -
140' 0.30 0.06 )( 106 0.24 120' 0.27 8,400 \ 0.23 ' , ** 0.20 100' 0 .23 13,600
\,_., .,.. .
0.16 88' 0.21 17,600 \ 0.72x 106 0.14 70' 0.20 20,600
,_,;,,.\ 0.10 HORIZONTAL (OBE)
EL 156' 0 56 0.59
,I
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6,860 140' 0.52 \ 0 11x106 0 .53
'I 120* 0.46 14.700 \ **** 10* 0.45 100* 0.42 23,500 .~.\ 0.37 88' 0.39 30,800 1.25 x 10 6' \ . 0.32 I 70' 0.36 36,400 ,_... ,.. ~ 024 j HORIZONTAL (SSE)
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING DESIGN RESPONSE FIGURE 3.7-16 JUNE 2001 REVISION 11
ACCELERATION SHEAR MOMENT DISPLACEMENT (gl (kl (k-ftl lin.)
El. 180' 0 .41 0 .28 1,180 160' 140'. 2,590 120' 0.24 3,780 100' 0 19 4,740 74' 0 13 5,690 HORIZONTAL E-W El. 180' 0 .50 0.43 1,430 160' 140' 3,140 120' 4,560 100' 5,680 74' 6,750 HORIZONTAL N-S PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING DESIGN RESPONSE (OBE)
FIGURE 3.7-17 JUNE 2001 REVISION 11
ACCELERATION SHEAR MOMENT DISPLACEMENT (g) (kl (k-ftl (in.)
180' 0.82 067 2,350 160' 140' 5 ,170 120' 7,570 100* 0.38 9 ,530 74' 0.27 11,520 HORIZONTAL E-W El. 180' 0.87 0.86 2,460 160' 140' 5 ,380 120' 7,820 100' 0.38 9.760 74' 0 26 11,670 HORIZONTAL N-S PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING DESIGN RESPONSE (SSE)
FIGURE 3.7-18 JUNE 2001 .REVISION i1
ACCELERATION DISPLACEMENT (gl (in.)
El. 193'-7 0.36 0.46 167'-0 0.40 0.49 139'-6 022/ ,) I 119'-6 0.18 0.19 97'-6 P.15 0.12 OBE El. 193'-7 0 .65 0.98 167'-0 0.69 0.99 139'-6 0.41 0.57 119'-6 0.32 97'-6 0.26 SSE PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FUEL BUILDING DESIGN RESPONSE (N-S)
FIGURE 3.7-19 JUNE 2001 REVISION 11
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR SOIL-STRUCTURE INTERACTION MODEL FIGURE 3.7-20 JUNE 2001 ----~~R~E'i.LSlDN 11
OBE LUMPED MASS MODEL HORIZONTAL COMPONENT N-S FREQUENCY= 3.6 CPS PARTICIPATION FACTOR= 55_ 638 EL 155.33 9
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EL 68.0 MOOE SHAPE 1 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 1 of 14 JUNE 2001 REVISION 11
OBE LUMPED MASS MODEL HORIZONTAL COMPONENT N-S FREQUENCY= 7.9 CPS PARTICIPATION FACTOR= 22.05 EL 155.33_
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OBE LUMPED MASS MODEL HORIZONTAL COMPONENT N-5 FREilUENCY = 18.8 CPS PARTICIPATION FACTOR =-t876 EL 155.33-0 J
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I MODE SHAPEl PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 3 of 14 JUNE 2001 REVISION 11
SSE LUMPEO MASS MOO El HORIZONTAL COMPONENT N-S FREQUENCY= 3.2 CPS PARTICIPATION FACTOR= 55.74 EL 155.33-
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MODE SHAPE 1 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 4 of 14 JUNE 2001 REVISION 11 _ - - - - - - - -- -- --
SSE LUMPED MASS MOO EL HORIZONTAL COMPONENT N-S FREQUENCY= 7.0 CPS PARTICIPATION FACTOR= 21.249 EL 155.33_
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MODE: SHAPE 2 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 5 of 14 JUNE 2001 REVISION 11__. *- -- - -----
SSE LUMPED MASS MOO EL HORIZONTAL COMPONENT N-S FREQUENCY= 18.4 CPS PARTICIPATION FACTOR= 1.601 EL 155.33-0 I
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DBE LUMPED MASS MOO EL HORIZONTAL COMPONENT e-w FREQUENCY= 3.9 CPS PARTICIPATION FACTOR= 57.795 EL 155.33-0 I
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MODE SHAPE 1 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 7 of 14 JUNE 2001 REVISION 11
DBE LUMPED MASS MODEL HORIZONTAL COMPONENT E- W FREQUENCY= 7.9 CPS PARTICIPATION FACTOR= -15. 109 EL 155.33-
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MODE SHAPE 2 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 8 of 14 JUNE 2001 REVISION 11 --- -- - - - --
OBE LUMPED MASS MODEL HORIZONTAL COMPONENT E-W FREQUENCY= 16.1 CPS PARTICIPATION FACTOR =-4.208 EL 155.33_
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MOOE SHAPEJ PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 9 of 14 JUNE 2001 REVISION 11
SSE LUMPED MASS MODEL HORIZONTAL COMPONENT E-W FREQUENCY= 3.5 CPS PARTICIPATION FACTOR= 57.79 -
EL 155.33_
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MOOE SHAPE 1 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 10 of 14 JUNE 2001
SSE LUMPED MASS MODEL HORIZONTAL COMPONENT E-W FREQUENCY= 7.0 CPS PARTICIPATION FACTOR= 14.53 EL 155.33_
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MODE SHAPE 2 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 11 of 14 JUNE 2001 REVISIONJ.L ~~ - .-
SSE LUMPED MASS MODEL HORIZONTAL COMPONENT E-W FREQUENCY= 15.9 CPS PARTICIPATION FACTOR= 3.371 EL 155.33_
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MODE SHAPE 3 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21 Sheet 12 of 14 JUNE 2001 REVISlON . 1-1 ~ --- -* - **- -
QBE LUMPED MASS MODEL VERTICAL COMPONENT FREQUENCY= 5.2 CPS PARTICIPATION FACTOR= 59.87 EL 155.33_
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~ -=--=-- - - -
SSE LUMPED MASS MODEL VERTICAL COMPONENT FREQUENCY = 4.6 CPS PARTICIPATION FACTOR= 59.67 Q
EL 155.33_ I I
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MOOE SHAPE 1 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING MODE SHAPES FIGURE 3.7-21Sheet14of 14 JUNE 2001 REVISION 11 --- .~-------*-
QBE LUMPED MASS MODEL HORIZONTAL COMPONENT N-S FREQUENCY= 4.0 CPS PARTICIPAT_ION FACTOR= -25.93 El 180' _
0 1
EL 160' -
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6I I
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b
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EL 74' MODE SHAPE 1 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING MODE SHAPES FIGURE 3.7-22 Sheet 1 of 12 JUNE 2001 REVISION 11
OBE LUMPED MASS MODEL HORIZONTAL COMPONENT N-S FREQUENCY= 11.6 CPS PARTICIPATION FACTOR= 15.11 El 180' -
0
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SSE LUMPED MASS MODEL HORIZONTAL COMPONENT N-S
.FREQUENCY"' 3.7 CPS PARTICIPATION FACTOR= 26.28 EL 180' - 0 I
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9 I l
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1 EL 74' MODE SHAPE 1 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING MODE SHAPES FIGURE 3.7-22 Sheet 3 of 12 JUNE 2001 REVISION - - -*- ---- - -
SSE LUMPED MASS MODEL HORIZONTAL COMPONENT N-S FREQUENCY= 10.4 CPS PARTICIPATION FACTOR= -14.848 EL 180' -
0 I
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QBE LUMPED MASS MODEL HORIZONTAL COMPONENT E- W FREQUENCY; 4.4 CPS PARTICIPATION FACTOR= 26.53 EL 180' -
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MODE SHAPE 1 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING MODE SHAPES FIGURE 3.7-22 Sheet 5 of 12 JUNE 2001 REVISION 11
OBE LUMPEO MASS MODEL HORIZONTAL COMPONENT E-W FREQUENCY= 12.2 CPS PARTICIPATION FACTOR= 14.385 EL 180' -
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l MODE SHAPE 2 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING MODE SHAP-ES FIGURE 3.7-22 Sheet 6 of 12 JUNE 2001 REVISION 11 - - - - - *- *- -
SSE LUMPED MASS MODEL HORIZONTAL COMPONENT E-W FREQUENCY= 4.0 CPS PARTICIPATION FACTOR= 26.906 EL 180' -
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~ - ----~.....,.. ,.....-:- - -
SSE LUMPED MASS MOO EL HORIZONTAL COMPONENT E-W FREQUENCY= 10.9 CPS PARTICIPATION FACTOR =-13.886 EL 180' _
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EL 74' MODE SHAPE 2 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CONTROL BUILDING MODE SHAPES FIGURE 3.7-22 Sheet 8 of 12 JUNE 2001 REVISION 11
~-----------------=~"'=' - - ~----~ - --
OBE LUMPED MASS MOO EL VERTICAL COMPONENT FREOUENCY = 7.1 CPS PARTICIPATION FACTOR =-26.89 EL 180' -
9 0-I 1 I 1 I 1 EL 160' -
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... (j CONTROL BUILDING MODE SHAPES FIGURE 3.7-22 Sheet 9 of 12 JUNE 2001 REVISION 11
DBE LUMPED MASS MODEL VERTICAL COMPONENT FREQUENCY= 10.3 CPS PARTICIPATION FACTOR= 13.92 EL 180' - C(
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SSE LUMPED MASS MOO EL VERTICAL COMPONENT FREQUENCY
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SSE LUMPED MASSMOOEL VERTICAL COMPONENT FREQUENCY= 10.0 CPS PARTICIPATION FACTOR= 10.15 Ell80' -
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OBE LUMPED MASS MODEL
...J'Y'- REPRESENTS A WATER HORIZONTAL COMPONE.NT N-S EQUIVALENT SPRING CONSTANT FREQUENCY== 0.26 CPS PARTICIPATION FACTOR= 4.38 MODE SHAPE 1 (FLUID OSCILLATION MODE)
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FUEL BUILDING MODE SHAPES FIGURE 3.7-23 Sheet 1 of 22 JUNE 2001 REVISION 11
OBE LUMPED MASS MODEL
~REPRESENTS A WATER HORIZONTAL COMPONENT N-S EQUIVALENT SPRING CONSTANT FREQUENCY= 2.77 CPS PARTICIPATION FACTOR= -31.559
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OBE
-JV"\.- REPRESENTS A WATER LUMPED MASS MODEL EQUIVALENT SPRING CONSTANT HORIZONTAL COMPONENT N-S FREQUENCY= 4.81 CPS PARTICIPATION FACTOR =-8.632 I I I I I I I I I
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OBE
...rY'\- REPRESENTS A WATER LUMPED MASS MODEL
EQUIVALENT SPRING CONSTANT HORIZONTAL COMPONENT N-S FREQUENCY= 5.42 CPS PARTICIPATION FACTOR= -1.599 c(
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_fY'\.. REPRESENTS A WATER LUMPED MASS MOO EL EQUIVALENT SPRING CONSTANT HORIZONTAL COMPONENT N-S FREQUENCY= 5.77 CPS PARTICIPATION FACTOR= 8.47 I
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....tV\.. REPRESENTS A WATER SSE EQUIVALENT SPRING CONSTMfJ: LUMPED MASS MODEL HORIZONTAL COMPONENT N-S FREQUENCY= 0.26 CPS PARTICIPATION FACTOR= 4.388 0---
MODE SHAPE 1 (FLUID OSCILLATION MODE)
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FUEL BUILDING MODE SHAPES FIGURE 3.7-23 Sheet 6 of 22 JUNE 2001 REVISION 11
SSE
.JV'\.. REPRESENTS A WATER LUMPED MASS MODEL EQUIVALENT SPRING CONSTANT HORIZONTAL COMPONENT N-S FREQUENCY"' 2.52 CPS PARTICIPATION FACTOR= -31.889 -
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...rY'L- REPRESENTS A WATER LUMPED MASS MODEL EQUIVALENT SPRING CONSTANT HORIZONTAL COMPONENT N-S .
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-'"""- REPRESENTS A WATER SSE EQUIVALENT SPRING CONSTANT LUMPED MASS MODEL HORIZONTAL COMPONENT N-S FREQUENCY= 5.38 CPS PARTICIPATION FACTOR= -7.525
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JY'\.- REPRESENTS A WATER SSE EQUIVALENT SPRING CONSTANT LUMPED MASS MODEL HORIZONTAL COMPONENT N-S FREQUENCY"' 5.51 CPS PARTICIPATION FACTOR =-11.86
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OBE LUMPEO MASS MOOEL
__,...,...__ REPRESENTS AWATER HORIZONTAL COMPONENT E-W EQUIVALENT SPRING CONSTANT FREQUENCY= D.26 CPS PARTICIPATION FACTOR= 4.69 MOOE SHAPE 1 (FLUID OSCILLATION MODE)
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FUEL BUILDING MODE SHAPES FIGURE 3.7-23 Sheet 11 of 22 JUNE 2001 REVISION 11
OBE LUMPED MASS MODEL
_rY\_ REPRESENTS A WATER HORIZONTAL COMPONENT E-W EQUIVALENT SPRING CONSTANT FREQUENCY= 2.73 CPS PARTICIPATION FACTOR= -27.46
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OBE LUMPED MASS MODEL
-rY'L- REPRESENTS A WATER HORIZONTAL COMPONENT E-W EQUIVALENT SPRING CONSTANT FREQUENCY= 3.46 CPS PARTICIPATION FACTOR= 19.40
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OBE LUMPED MASS MODEL
--f'V"- REPRESENTS A WATER HORIZONTAL COMPONENT E-W EQUIVALENT SPRING CONSTANT FREQUENCY= 5.47 CPS PARTICIPATION FACTOR= 6.435 I \
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DBE LUMPED MASS MOD EL
~ REPRESENTS A WATER HORIZONTAL COMPONENT E-W EO.UIVALENTSPRING CONSTANT FREQUENCY= 5.60 CPS.
PARTICIPATION FACTOR= 3.688 I I I I I I I I MOOE SHAPE 5 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FUEL BUILDING MODE SHAPES FIGURE 3.7-23 Sheet 15 of 22 JUNE 2001 REVISION 11
SSE LUMPED MASS MODEL
--rY\- REPRESENTS A WATER HORIZONTAL COMPONENT E-W EUUIVALENT SPRING CONSTANT FREUUENCY = 0.26 CPS PARTICIPATION FACTOR= 4.694 MODE SHAPE 1 (FLUID OSCILLATION MODE)
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FUEL BUILDING MODE SHAPES FIGURE 3.7-23 Sheet 16 of 22 JUNE 2001 REVISION 11
SSE LUMPED MASS MODEL
--rt"- REPRESENTS A WATER HORIZONTAL COMPONENT E-W EQUIVALENT SPRING CONSTANT FREQUENCY= 2.59 CPS PARTICIPATION FACTOR =-29.963 I
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SSE
_J'Y"\._ REPRESENTS A WATER LUMPED MASS MODEL EQUIVALENT SPRING CONSTANT HORIZONTAL COMPONENT E-W FREQUENCY= 3.36 CPS PARTICIPATION FACTOR= 14.912
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--t'Y'-REPRESENTS A WATER LUMPED MASS MODEL EQUIVALENT SPRING CONSTANT HORIZONTAL COMPONENT E-W FREQUENCY= 4.97 CPS PARTICIPATION FACTOR~ 2.065
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SSE LUMPED MASS MODEL
....J'V'\_ REPRESENTS A WATER HORIZONTAL COMPONENT E-W EQUIVALENT SPRING CONSTANT FREQUENCY= 5.4 CPS PARTICIPATION FACTOR= -11.571
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SSE LUMPED MASS MODEL VERTICAL COMPONENT FREQUENCY"' 3.87 CPS PARTICIPATION FACTOR= 36.49 9
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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REACTOR INTERNALS NONLINEAR HORIZONTAL SEISMIC MODEL FIGURE 3.7.40-4 JUNE 2011 REVISION 16
PRESSURE VESSEL 12 13 15 16 40 18 19 41
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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REACTOR INTERNALS AND FUEL NON-LINER VERTICAL MODLE FOR SEISMIC ANALYSIS FIGURE 3.7.40-BA JUNE 2005 REVISION 13 5.7 15t-----
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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ARRANGEMENT OF HORIZONTAL WALL TENDONS FIGURE 3.8-2 JUNE 2009 REVISION 15
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR STRESS ANALYSIS RESULTS: LOCATION OF STRESS, STRAINS, AND DISPLACEMENTS FIGURE 3.8-3 JUNE 2009 REVISION 15
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR POLAR CRANE SEISMIC RETAINER BRACKET FIGURE 3.8-4 JUNE 2009 REVISION 15

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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR SKEWED BEAM SUPPORT COLUMS FINITE ELEMENT MODEL FIGURE 3.9.2-6 JUNE 2003 REVISION 12 FIGURE 3.9.2-6 Rev. 12
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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REACTOR INTERNALS AND FUEL NON-LINER HORIZONTAL MODEL FOR BLPB ANALYSIS FIGURE 3.9.2-11A JUNE 2005 REVISION 13 38 17 UI 19 J9 20 21 22
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--ouru:r NOZZLE UPPER GUIDE STRUCTURE ASSEMBLY FUEL ASSEMBLY CORE SUPPORT 8ARREl
...-IN-CORE INSTRUMENTATIOI NOZZLE PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REACTOR VERTICAL ARRANGEMENT FIGURE 3.9.5-1 JUNE 2001 REVISION 11
CORE SHROUD ASSEMBLY CORE OUTLET SUPPORT NOZZLES BARREL SNUB BERS LOWER SUPPORT LOWER STRUCTURE AND SUPPORT INSTRUMENT ASSEMBLY STRUCIURE PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CORESUPPORT BARREL ASSEMBLY FIGURE 3.9.5-2 JUNE 2001 REVISION 11
CORE SUPPORT BA~EL LOWER SECT! ON CORE SUPPORT ---..,
BARREL LUG LUG HARDFACE SURFACE CORE
/ / STABLIZING
/ LUG (SNUBBER!
SHIM A __ PIN
./ !4 REO'Dl REACTOR
- -- VESSEL '.--~_,,- CAP SCREW
~ !4REQ'D)
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REACTOR VESSEL CORE SUPPORT BARREL SNUBBER ASSEMBLY FIGURE 3.9.5-3 JUNE 2001 REVISION 11
SUPPORT BEAMS--+-~----+.!
ICI NOZZ LES-----c ICI NOZZLE SUPPORT PLATE IN-CORE INSTRUMENTATION NOZZLES PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR IN-CORE INSTRUMENT SUPPORT STRUCTURE FIGURE 3.9.5-4 JUNE 2001 REVISION 11
VERTICAL PLATES SUPPORT RINGS PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CORE SHROUD ASSEMBLY FIGURE 3.9.5-5 JUNE 2001 REVISION 11
......, ~ A~
~ --:::; ~
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I i j
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i I
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I i
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1 i
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~ ll i' f 0 ; I 011 I I ' I0 ! IQ f 11
~r1* l 1j*~o .; 1011111.*o' ti, jI : a 'I lo l 'o I o . o i
1lo l.1 .loj i o! lo o I 1ol 1 10 N
1t
~ l~i I ~ II!!~ '.!~ /~1 ! ~ 1 I~ 1 1~ I ~
i N i l~i ~111i 1 !~1' l~ol i l ~
1 0 j~ ! :*,~ ! [ll~:I J 1 1 j j 0 ',
'! 10, 1 0 ! 10 I 0 V 1
r- 0 1 ! 0 I 1I lo'! ol o o o o 1 lol ! 101!/ lo, oj I o o o o :i lo I o I! lo o I o
o co I oo IN1*.'
o , o ! oI o j' J
1 o o
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! I '
I I I '\
1 : 1 1; 'I ! i l
1, I' ~I:
I
~H I I II l.J' mi I - ~
N"\. ' '\. ' " I ' ' ' ' ~ ' ' ' ' ' ' ' ' ' 1' "
!! I I! 1111 I I 111 11 II Iii 1
i 1i II
\ Ii I !I I I I I II iI 11
/////Al I
- Li PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR UPPER GUIDE STRUCTURE ASSEMBLY FIGURE 3.9.5-6 JUNE 2001 REVISION 11
~r\ ,l 0\1 A BI_t.,. . I r\ 's-l 'R\U'
-=-
t .... f'~!
I I dit *-
DRIVE MACHINE
'\
I TRANSFER MACHI NE SEAL TABLE I
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR IN-CORE INSTRUMNET SYSTEM FIGURE 3.9.5-7 JUNE 2001 REVISION 11
y 2 = 2 (1 cos 1T t)
E = 30 x 106 LB/IN2 I = 0. 469 IN4 A= 19.35 IN2 u L"' 300 IN P
O. 3 LB/I N3

2 y l
4 7r cos 1Tt SOLUTION TO TMCALC RESPONSE THEORETICAL TMCALC u 4.8000 IN 4. 8002 IN u 15. 2000 IN/SEC 15. 2037 IN/SEC 67.1132 IN/SEC 2 67 .1172 IN/SEC 2 u
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR EXAMPLE PROBLEM FOR TMCALC PROGRAM FIGURE 3.9A-1 JUNE 2003 REVISION 12 FIGURE 3.9A-1 Rev. 12
y y 40 0 l (R10l ltx
j o o o I M40 I M30
[- 72 11 I
- - 144" ~ 36"--- 108" ----- 72" 432 11 STRUCTURAL PROPERTIES AX = 311 IN2 AY .. 155 IN2 IZ =42, 687 IN4 E =27 x 106 LB/IN2 p = 108 LB/IN MASS ,AND SUP PORT POINT MOTIONS Yl5 Y20 Y25 Y30
-t 0.00 -0.10 0.05 0.27 0.31
o. 01 -0.16 -0.21 0.47 0.54 0.02 -0.28 0.02 0.36 0.21 0.03 0.19 0.31 -0.17 -0.29 STRUDL AND FORCE RESULTS LOAD STRUDL FORCE RlO 3,105,000 3,105,000 MIO 139,600,000 139, 600, 000 R30 -1,906,000 -1, 906, 000 M30 75,990,flXl 75,990,000 V<<J 890,400 890,000 M40 32,540,000 32,540,000 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR EXAMPLE PROBLEM FOR FORCE PROGRAM FIGURE 3.9A-2 JUNE 2003 REVISION 12 FIGURE 3.9A-2 Rev. 12
-+
-+ r--7f-~'J'f--A~7f----;r--"'"?'f---:l"f--#~-,f----,,F----*~#-~~-¥-~~--.1
--+
20 --+
--+
0
////?/
MODEL A
-+
20 _.,
KSI -+
--+ *
-+
z MODEL 8 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR EXAMPLE AXEL CASE MODELS INTERNAL PRESSURE ON THICK SHELL FIGURE 3.9A-3 JUNE 2003 REVISION 12 FIGURE 3.9A-3 Rev. 12
200 300 400 500 INCREMENT= 50°F PER SECTION lOO°F 200 300 400 500 2" 3" 4" 5" z l" PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR EXAMPLE AXEL GASE MODELS OUTLINE 100°F/INCH THERMAL GRADIENT FIGURE 3.9A-4 JUNE 2003 REVISION 12 FIGURE 3.9A-4 Rev. 12
MODEL C MODEL D x
R PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR EXAMPLE AXEL CASE MODELS DEFLECTED THERMAL MESH SHAPE FIGURE 3.9A-5 JUNE 2003 FIGURE 3.9A-5 REVISION 12 Rev. 12
K1 Kz M = 0. 3158 x 10-4 LB-SEC 2/IN K1 =0.5LB/IN K2 = 0. 622 LB/IN d =2 IN F0 = 1. 0 LB X
DIS PLACEMENT R =REACTION PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR SDOF - RIGID STOP FIGURE 3.9A-6 JUNE 2003 REVISION 12 FIGURE 3.9A-6 Rev. 12
c....
c -u z )> '{
m r I\) 0 0
0 <
m (JJ
0
s:: 0 I
c m r z "Tl --l Cc G) en -uo 9 Or ~
C--l :t>m JJO m-u
--l )>
m:o 8 1 * .10 IN 6 '"'~ ... 08 IN 83 *. 025 IN (JJ U) OG) 3 ~
Co --l -n m 8
)> :IJ
c
(/) z
--.f 0 l>m
IJ :IJ
--l )>
c --l
IJ
0 m m z G)
< (/)
(/) --l 0 )>
z
--l 0
F1 f2 I\) z
~r MASS ELASTIC-DEGREES OF FREEDOM GAP JOINTS F PERFECTL Y JOINTS y PLASTIC 2 3-RIGI DSTOP SPRING y 6-ELASTIC STOP 4
y lf .6.
5 8, 9-1 NTERNAL 7 y 12-PLASTIC STOI 10 y
oc
-"Tl C>
CD ;::o 11 13 y
y
< rn y
14
__..VJ 1\)1..0 l>
I
-J
HORIZONTAL v SNUBBER 2103 STEAM Z PUMP HORIZONTAL I GENERATOR STOP PUMP COLUMNS 4 PLACES I
~
27d0
~2557 ~-!...----~
2585 MASS DEGREES OF FREEDOM JOINTS GAP JOINTS 2557 X, Y, z 2053 2567 X, Y, z 2580 X, Y, z.
2585 X, Y, z 2597 X, Y, z 2740 x, z 2101 X, z y
2749 2103 X, Y, z 2750 X, Y, z PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR THREE DIMENSIONAL SPACE FRAME MODEL REACTOR COOLANT SYSTEM COLD LEG AND LOCA PUMP FIGURE 3.9A-8 FIGURE 3.9A-8 Rev. 12 JUNE 2003 REVISION 12
SOIL LA YER - PRO FILE LAYER
LOW ST!l.-"IN SHEAR *-*"j . * - ifrriiAIN --- *- ""STRAIN 1 ~ANO
'DEPTH 1r MODULUS (KSF)
, ,890
-~
~ SSE be 11t3)
A
OBE (II 11t3) 2 SAND 3790 ; 6.51 3.02 I 20' 3 SAND 30' 47i0 - 13.07 5. 76 l 15.83 6.75 I 4
5 bSAND I SAND==:]
44' 47' - - - -
5260
======--------- .
I 23.74 26.55 I
9.79 10.97 - -
6 CLAY 5450 25.72 11.46 70' 7 SAND 77' 5500 39.03 16.78
)
8 CLAY 6000 26.43 12.78 105' 9 CLAY 6270 29.59 13.14 ..-
z ..-
0 z
~
150' 0 1D CLAY 159' U5 7500 I-tt 28.03 12.11 C/)
SANO 169'
... 40.08 15.95 C!J z
w a:
12 CLAY f=:
<(
8980 27.03 11.32 a:
196' LJ.J a:
13 SANO z
LJ.J
<(
CJ) w
_J ..-
208'
...__ 46.36 17.D9 C.'.llL LL<(
OC"'.l I
14 CLAY 12350 22.63 9.55
~ fTI ccw Cl.. a:
228' Wl-
- l <( _J ::J 15 SANO 00 -(.!)
238' 15530 24.29 9.73 ::i Cl.. 0-C/) LL z ::J w
16 CLAY Cl 16880 ll.86 8.05 a: ..-
265' w 0
> 0 C\J 0
_J w 17 CLAY <( z 20560 15.59 7.25 Cl.. ::J 300' 18 CLAY 311 ' E.9270 19.17 8.55 19 SAND 19130 28.08 11.38 334'
G/GMAX DAMPING RATIO (%)
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VARIATION OF SHEAR MODULUS AND DAMPING WITH SHEAR STRAIN FIGURE 3A-2 JUNE 2001 REVISION 11
This Figure has been redacted.
This Figure has been redacted.
This Figure has been redacted.
This Figure has been redacted.
This Figure has been redacted.
This Figure has been redacted.
This Figure has been redacted.
This Figure has been redacted.
BLOCK WALL l 1/h 6x 1'-o" l
1/2" 'A.B.
FRONT VIEW SECTION t 3/8 x 8 x 0'*8" 3/8",A.8.
BLOCK WALL TYP. DRl.LL THRU A.B. ATTACHMENT TO BLOCK WALL*
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR TYPICAL ATTAC HM ENT DETAILS FOR MASONRY WALLS FIGURE 3A-7 JUNE 2001 REVISION 11
This Figure has been redacted.
z 16 15 14 13 12 11 10
~
NOTE:
9
§ A CLOSED CYLINDER SUBJECTED TO INTERNAL PRESSURE p. ONE*HALF
~ OF THE CY LINDER IS .A NALVZED.
8 0
!O. NODE POINT 1 IS AT THE MIDDLE
@ OF THE CYLINDER.
7 -
IO 6
5 4
3 2
R BOUNDARY CONqlTIONS. NOOE 1: NUMERICAL DATA ZOISPL~O MATERIAL: CONCRETE 8 OISPL*O E
4.030508 X 1o6 p&i ROTATION IN R*Z PLANE=O t = 36 IN. {THICKNESS)
A .. 900 IN. (RADIUS)
Y = 0.17(POISSON'SRATIOI BOUNDARY CONDITIONS. NOOE 16: p .. 60 psi (INTERNAL PRESSURE!
8DISPL
0 L ,. 1800 IN. (LENGTH OF CYLINDER)
N
27000 LB/IN. (AN EQUIVALENT NOOE LOAD APPLlEO AT NOOE 161.
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT MODEL, SINGLELAYER SHELL THICKNESS (ASHSD EXAMPLE 1)
FIGURE 38.2-1 JUNE 2001 REVISION 11
12 IN. 1stN. 6\N z
' 16@ @
115 I
I 14 I
13 112 1t NOTE:
ACLO SEO CYLINDER SUBJECTED TO I
INTER NAL PRESSURE, p. ONE-HALF 110 OFTH E CYLINDER IS ANALYZED*
NOOE POINT 1 IS AT THE Ml ODLE jg OFTH E CYLINDER.
I 8
I7 l
Is I
5 ELEMENT NUMBER ' \ :
14 I
0V 13 I
0 G t> 20 0
- R BOUNDARY CONDITIONS NODE 1:
Z DISPL ~ 0 NUMERICAL DATA 9 DlSPL D 0 MATERIAL CONC!JrTE ROTATION IN R*Z PLANE= 0 E = 4.030508 X 10 pst t = 36 IN. !THICKNESS)
A 2 900 IN. (RADIUS)
BOUNDARY CONDITIONS NODE 16:
\I = 0.17 IPOISSON'S RATIO)
(J DISPL = 0 p = 60 psi \INTERNAL PRESSURE)
L = 1800 IN. {LENGTH OF CYLINDER)
N = 27000 FT/IN. (AN EQUIVALENT NODE LOAD APPLIED AT NODE 16)
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT MODEL, THREELAYER SHELL THICKNESS (ASHSD EXAMPLE 1)
FIGURE 38.2-2 JUNE 2001 REVISION 11
-- - - -- - -- -- - ~ .
p PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR SIMPLY SUPPORTED CYLINDER (ASHSD EXAMPLE 2)
FIGURE 36.2-3
*JUNE 2001 REVISION 11 J
21 z 20 19 18 16 15 14 NOTE:
13 HALF OF THE CYLINDER IS CONSIDERED.
LENGTH OF CYLINDER"' 1800 IN. (NOOE 1 z 12 IS IN THE MIDDLE OF THE CYLINDER; i.e. LINE OF SYMMETRY!
0 g 11 z"*
It) 10
@I
~ 9 8
7 6
5 4
3 2
,___ _ _ _ _....__ _ _ _ _..__ _ _ _ _ _ _ _ ~ A (R =900 IN. ANO l/R "'2)
BOUNDARY CONDITIONS, NODE 1: NUMERICAL DATA Z DISPL"' 0 MATERIAL* CONCRETE 8 DISPL = 0 E " 4030508 p51 ROTATION IN R*Z PLANE"' 0 t = 36 IN.
R = 900 IN.
BOUNDARY CONDITIONS, NODE 21 : v = 0.17 P "60 PSI R DISPL =0 (J. DISPL = 0 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT MODEL, SIMPLY SUPPORTED CYLINDER (ASHSD EXAMPLE 2)
FIGURE 38.2-4 JUNE 2001 REVISION 11
) () () () (
() ( ~ () () () () () ( ) ( ) ( ~ () 4)
I\
0.3
<)
02
~'
4~
0.1 o.oA Yi 20 19 18 17 16 15 14 tJ 12 t1 10 9 . 8 7 6 5 4 3 2 RADIAL OISPLACEME"T (NODE POINT NUMBER!
LEGEND:
QASHSO 8 ANALYTICAL. PEA THEORY OF PLATES AND SHELLsl2)
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR COMPARISON OF ASHSD RADIAL AND ANALYTICALLY OBTAINED DISPLACEMENTS (ASHSD EXAMPLE 2)
FIGURE 38.2-5 JUNE 2001 REVISION 11
2. 0
~~ 4)
1. 5
lot 4[)
4[)
1,0 4) 0.5
() .
- 4t) 0'4 L}
~~
t I.I ~I)
4) i ~. 4) ni
lo# .... .,,. ."" ."
-0.5 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1,.0NGITUDINAL MOMENT !NODE POINT NUMBER}
LEGEND:
Q ASHSD 8ANALYTICAL, PEA THEORY OF PLATES ANO SHE\.Lst2l PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR COMPARISON OF ASHSD LONGITUDINAL ANALYTICALLY OBTAINED MOMENTS (ASHSD EXAM~P:_;L;!;E.,;2:/.,.)----+---~------.....
FIGURE 38.2-6 JUNE 2001 REVISION 11
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR SPHERICAL DOME (ASHSD EXAMPLE 3)
FIGURE 38.2-7 JUNE 2001 REVISION 11
z 19 18 17 r---+--
3 2
BOUNDARY CONDITIONS. NODE 1: NUMERICAL OAT A Z OISPL"' O MATERIAL. CONCRETE E " 4030508 PSl t = 36 IN.
R a 720 IN.
BOUNDARY CONDITIONS, NOOE 19:
v = 0.17 SPECIFIC WEIGHT OF CONCRETE
150 LB/FTJ A OISPl =0 MASS OENSITY OF CONCRETE .
ROTATION IN R-Z PLANE = 0 2 150 386.4 x 1728 = 2.246 x 10°"' LBINs.2c PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT MODEL, SPHERICAL DOME, DEAD LOAD ANALYSIS (ASHSD EXAMPLE 3)
FIGURE 38.2-8 JUNE 2001 REVISION 11
z
~
ii:
w -2 IJ
~ §
~
II.
g\
~
..I i5 -1 A\ e ~
~
g 0
0 10 20 30 4 0 - . . P 50 60 70 80 90 ANGLE IN DEGREES LEGEND:
0ASHSO 8ANAL YTICAL. PER APPL! ED ELASTICfTy(3)
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR COMPARISON OF ASHSD AND ANALYTICALLY OBTAINED LONGITUDINAL FORCES .
(ASHSD EXAMPLE 3)
FIGURE 38.2-9 JUNE 2001 REVISION 11
J
~~
2 e
~)
z iii ~
0. 1 g <>
UI CJ a:
e 0 * ~~
I.I.
~ 0 0
0 ( ;s
c q 0 0
~ ~
0
-1
.A.
,-. e l ~ 8 .o &.;>
-2 0 10 20 30 40 ~..p 50 60 70 BO 90 ANGLE IN DEGREES LEGEND:
QASHSO 8ANALYTICAL, PER APPLIED ELASTICITY(31 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR COMPARISON OF ASHSD AND ANALYTICALLY OBTAINED CIRCUMFERENTIAL FORCES (ASHSD EXAMPLE 3)
FIGURE 38.2-10 JUNE 2001 REVISION-+1-- -- ------ -* **** -
T" 150F NUMERICAL DA 1'.A MATERIAL* CONCRETE E a 4030508 psi v = 0.17 Q " 55 X 10*71°F t = 30 IN.
R
600 IN.
L " 1200 IN.
p = 60 psi T = 150F R/t 2 20 UR ~ 2 Aft a 2o PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR PRESSURIZED, UNIFORMLY HEATED, CIRCULAR CYLINDRICAL SHELL WITH CLAMPED ENDS (ASHSD EXAMPLE 4)
FIGURE 3B.2-11 ---~--------==------
JUNE 2001 REVISION 11
- 26
- 25
,... 24
~. z
.... 23
,.. 22
,.. 21 ID
@I CD al
,..20 P-19
,...13
.... 17
-16 NOTE:
NODE 1 IS IN THE MIDDLE
'"15 z OF THE CYLINDER 0
.... 14 ID
-13 ""i
-12 ..,
0
@J
-11
.... 10 -
ID
-9
-8
~ 7
.... 6 z
.... 5
,...4 ~ z
.... 3 @J 0
"*2 co
' - R BOUNDARY CONDITIONS. NODE 1:
Z OISPL ,. 0 fJ DISPL =0 ROTATION IN A-Z PLANE* 0 BOUNDARY CONDITIONS. NODE 26:
R OISPL .. 0 Z DISPL 0 fJ DISPL ,. 0 ROTATION IN A*Z PLANE* 0 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT MODEL (ASHSD EXAMPLE 4)
FIGURE 3B.2-12 JUNE 2001 REVISION 11
0.4
(~
0.2
)
-- -- )'
) ~ (
~ r\..._ ~
. "\..
'~
0 f 'J (D
-0.2 IC Ni:f.. -0.4 /
,I
~w
)(
0 N
I. *0.6 .
N
)(
E -
-0.8 J
1 .0 I CD
-1 .2 '
1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 IZ/Rl/(L/2RI
- ( 3 (1-U
!J.- R2T2 2
1) 1/2 LEGEND:
0 ASHSO D - Etl - ANALYTICAL PER THIN ELASTICSHELLSC4 l x - 12 (1 .y2)
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR COMPARISON OF ASHSD LONGITUDINAL MOMENTS AND ANALYTICALLY OBTAINED SOLUTIONS (ASHSD EXAMPLE 4)
FIGURE 38.2-13 JUNE 2001 REVISION 11
601N.
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR SHORT, WIDE CYLINDER (ASHSD EXAMPLE 5)
FIGURE 38.2-14 JUNE 2001 REVISION 11
z h
... 27
--2526 ;
~
I- 24 23
"?
(JI I- lt a
.... 22 IO
... 21 i--20
.... 19
.... 18
.... 17
.... 16 z
~
I
-15
.... 14 z
<'1 13 12 -
.... 11
-10
.... 9
... 8
.... 7
... 6 z z
s 4
3 LI?
OI I
IO 1
.... 2 NUMERICAL DATA MATERIAL: STEEL E = 29X 106 psi t ~ 1.26 IN.
A = 60.0 IN.
v " 0.3 L = 60.0IN.
UR
1 R/t
48 Mo =Jt2
....:l00..._1_1-.11"""21
497939.66 LB - IN./IN.
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT MODEL; SHORT, WIDE CYLINDER (ASHSD EXAMPLE 5)
FIGURE 38.2-15 JUNE 2001 REVISION 11
-0.2 _ _ _. __ _.._..;;.__....__ _...__ _..___ _..__ _...i._._ _....__ _ _ _ _ _ __
0 0.1 0.2 0.3 0.4 Q_5 06 0 .7 0.8 0.9 1-0 Z/L LEGEND:
Q ASHSO (RADIAL DISPLACEMENT WI l!:::i, ASHSD I LONGITUDINAL MOMENT Mx)
-ANALYTICAL. PEA NUMERICAL ANALYSIS OF UNSYMMETAIC BENDING OF SHELLSIS!
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LONGITUDINAL BENDING MOMENT AND RADIAL DISPLACEMENT, HARMONIC n = 0 (ASHSD EXAMPLE 5)
FIGURE 36.2-16 JUNE 2001 REVISION 11
-0.2'-------"--~--'------"--~~"----...-1------1'--~--1.-----i......~--""-----'
0 0.1 0.2 0 .3 0 .4 0.5 0.6 0.7 o.s 0.9 1.0 Z/L LEGEND:
Q ASHSD !RADIAL DISPLACEMENT WI 8 ASHSO I LONGITUDINAL MOMENT Mx)
-ANAL YTICAL,'PER NUMERICAL ANAL VSIS OF UNSVMMETRIC BENDING OF SHELLSISI PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LONGITUDINAL BENDING MOMENT AND RADIAL DISPLACEMENT, HARMONIC n =2 (ASHSD EXAMPLE 5)
FIGURE 38.2-17 JUNE 2001 REVISION 11 -.- -* -
--~ -- -~---
-0.2.________________________. ___.......______..______......__________. ___---'
0 0.1 0.2 0.3 0.4 0.5 0.6 0 .7 0.8 0.9 1.0 Z/L LEGEND:
0 A.SHSD !RADIAL DISPLACEMENT Wl 8 A.SHSO (LONGJTUOINAL MOMENT Mxl
-ANALYTICAL, PER NUMERICAL ANALYSIS OF UNSYMMETAIC SENDING OF SHELLSl!il PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR -
LONGITUDINAL BENDING MOMENT AND RADIAL DISPLACEMENT, HARMONIC n = 5 (ASHSD EXAMPLE 5)
FIGURE 38.2-18 JUNE 2001 REVISION 11
1.0 i:;:---------------------------------...
0.8 0.6 0.4
-0.2 _ _ _ _ _ _ _ _ _..__ _. _ _......._ _ _ _ _ _ _ _.___ _ _ _ _ _ __
0 0.1 0.2 0.3 0.4 o.s 0.6 0.7 0.8 0.9 1.0 Z/L LEGEND:
0 ASHSD {RADIAL DISPLACEMENT WI 8 ASHSD !LONGITUDINAL MOMENT Mxl
-ANALYTICAL. PER NUMERICAL ANALYSIS OF UNSYMMETRIC BENDING OF SHELLSISI PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LONGITUDINAL BENDING MOMENT AND RADIAL DISPLACEMENT, HARMONIC n = .20 (ASHSD EXAMPLE 5)
FIGURE 38.2-19 JUNE 2001 REVISION 11
---f--~~- --- - --
11 I 12 3 4 s 6 78 12 100 PSI 10 12 13 14 15 16 17 18 19 20 21 22 10 12 14 16 18 20 R
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FJNITE-ELEMENT MODEL AND APPLIED LOAD (ASHSD EXAMPLE 6)
FIGURE 38.2-20 JUNE 2001 REVISION 11
f- M *I* QA ~
FREE LINE OF SYMMETRY 0.8 SIMPLY SUPPORTED SIMPLY SUPPORTED FIXED
~x NUMERICAL DATA g .. 1.0 E
30X106 y
0.8 k
0.01 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR PLATE GEOMETRY (SAP EXAMPLE 1)
FIGURE 38.3-1 JUNE 2001 REVISION 11
8 6
4 2
N 2
0 8... 0.4 0.6 0.8 y
2 APPROXIMATE SOLUTION COARSE GRID LEGEND:
+ FINITE*ELEMENT SOLUTION, FINE GRID, PER SAP PROGRAM
FINITE-ELEMENT SOLUTION, COARSE GRID, PER SAP PROGRAM NOTE:
SEE FIGURE 38.3-5 FOR BENDING MOMENT SIGN CONVENTION PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VALUES OF Mx ALONG THE LINE x = 0.8 (SAP EXAMPLE 1)
FIGURE 38.3-2 JUNE 2001 REVISION 11
2 0.2 0.4 0.6 0.8
. 0 v
APPROXIMATE SOLUTION,
> FINE GRID
i *2
..g
'"---SERIES SOLUTION LEG ENO:
+ FINITE-ELEMENT SOLUTION, PEA SAP PROGRAM NOTE:
see FIGURE 38.3-5 FOR B.ENOING MOMENT SIGN CONVENTION PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VALUES OF Mxy ALONG THE LINE x = 0.35 (SAP EXAMPLE 1)
FIGURE 38.3-3 JUNE 2001 REVISION 11
APPROXIMATE SOLUTION - -...
4 COARSE GRID SERIES SOLUTION 3::
8c 2 APPROXIMATE SOLUTION FINE GRID 0
0 0.2 0.4 0.6 0.8 LEGEND:
+ FINITE-ELEMENT SOLUTION. FINE GRID, PER SAPPAOGRAM e FINITE-ELEMENT SOLUTION. COARSE GRID.
PER SAP PROGRAM NOTE:
SEE FIGURE 38.3-5 FOR BENDING MOMENT SIGN CONVENTION PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DISPLACEMENTS ALONG THE LINE y = 0.4 (SAP EXAMPLE 1)
FIGURE 38.3-4 JUNE 2001 REVISION 11
y A
~ ... 1 t---~--~---
~ ....*----
Mxy NOTE:
BENDING MOMENT SIGN CONVENTION APPLIES TO FIGURES 38.3-2 THROUGH 38.3-4 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR BENDING MOMENT SIGN CONVENTION (SAP EXAMPLE 1)
FIGURE 38.3-5 JUNE 2001 REVISION 11
- - - - - - -- ----=-~- -
v
.I x
I
~35°
'Y
.I.
.I h
NUMERICAL DATA
~ 3JN, e - 1o6Ps1 91 -92 - 0 R
90 IN.
v ~ 1/6 93
1.0PSI c,
0 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CLAMPED SPERICAL SHELL GEOMETRY (SAP EXAMPLE 2)
FIGURE 38.3-6 JUNE 2001 REVISION 11
20 z
z Ill
E 10
-10'--~~~~""-....;;;;;;.._~~""-~~~~..r....~~~~..J 1 0.75 0.5 0.25 0 XIA LEGEND:
- EXACT SOLUTION, PER THEORY OF PLATES AND SHELLS 15 1 0 FINITE-ELEMENT SOLUTION, PER(THE ANALYSIS OF THIN SHELLS BY A FINITE-ELEMENT PROCEDURE SJ Q ~~~6L~N~:::.~~~~~LL~~~~~:i~~ffULATION. PER A MIXED FINITE-ELEMENT 6 CARTESIAN FINITE-ElEMENjt;fORMULATION, PER MIXED FINITE-ELEMENT METHOD FOR THIN SHELL ANALYSIS .
+ FINITE-ELEMENT SOLUTION, PER SAP PROGRAM PALO VERDE NUCLEAR GENERATING STATION U POAT ED FSAR MERIDIONAL STRESS COUPLE (y = 0)
(SAP EXAMPLE 2)
FIGURE 38.3-7 JUNE 2001 REVISION 11
z 30 iii
~
N N
z 20 0.75 o.s 0.25 0 XIA LEGEND:
- EXACT SOLUTION, PER THEORY OF PLATES AND SHELLS (SI 0 FINll"E-ELEMENT SOLUTION, PER THE ANALYSIS OF THIN SHELLS BY A FINITE-ELEMENT PROCEDURE (7 )
0 CURVILINEAR FINITE-ELEMENT FORMULATION, PEA A 7
MIXED FINITE-ELEMENT METHOD FOR THIN-SHELL ANALYSIS l l CARTESIAN FINITE-ELEMENT FORMULATION, PER I\ MIXED FINITE-6 ELEMENT METHOD FOR THIN-SHELL ANALYSIS (7)
+ FINITE-ELEMENT SOLUTION, PER SAP PROGRAM PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HOOP STRESS RES ULTANT (y = 0)
(SAP EXAMPLE 2)
FIGURE 38.3-8 JUNE 2001 REVISION 11
+
('\-
'o z
0 X/A LEGEND .
..... CURVILINEAR FINITE -ELEMENT FORMULATION, PER A MIXED FINITE-ELEMENT METHOO FOR THIN-SHELL ANALYSIS( 7 1 6 CARTESIAN FINITE-ELEMENT FORMULATION, PER A MIXED FINITE-ELEMENT METHOD FOR THIN-SHELL ANAL vs1s 17 l
+ FINITE-ELEM!ONT SOLUTION, PER SAP PROGRAM PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR NORMAL DEFLECTION ON A MERIDIAN (y = O) (SAP EXAMPLE 2)
FIGURE 38.3-9 JUNE 2001 REVISION 11
40 z
i CXI
£ -
20 0.75 0.5 0.25 0 X/A LEGEND.
- CURVILINEAR FINITE-ELEMENT FORMULATION, PER A MIXED FINITE-ELEMENT METHOD FOR THIN-SHELL A.NALYSIS ( 7 )
6 CARTESIAN FINITE-ELEMENT FORMULATION, PER A MIXED FINITE-,ELEMENT METHOD FOR THIN-SHELL ANALYSIS (JI
+ FINITE -ELEMENT SOLUTION, PER SAP PROGRAM PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR MERIDIONAL STRESS RESULTANT (y =0) (SAP EXAMPLE 2)
FIGURE 36.3-10 JUNE 2001 REVISION 11
'--------------------===--=====!._ -* '. ----- - -
~ I

+--------__....

60FT 1 I
I II
~- 84 FT 270 FT I
! t ~ 0.5833 FT I
II II I
NUMERICAL DATA SHELL SHAPE 2~
.I=..2-~=1 a b WHERE a ~ 84 FT b 209.661 FT MATERIAL PROPERTIES.
E = 4.32 X to8 LB/Fr v - 0.15 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR COOLING TOWER GEOMETRY (SAP EXAMPLE 3)
FIGURE 38.3-11 JUNE 2001 REVISION 11
Q PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CIRCUMFERENTIAL WIND PRESSURE DISTRIBUTION ON COOLING TOWER (SAP EXAMPLE 3)
FIGURE 3B.3-12 JUNE 2001 REVISION 11
SCALE OF DISPLACEMENTS 0 0.1 0.2 FT LEGEND:
- SOLUTION PER THE ANALYSIS OF COOLING TOWERS BY THE MATRIX FINITE-ELEMENT METHOD ISi Q SOLUTION PER PRESSURE VESSEL AND PIPING 1972 COMPUTER PROGRAMS VERIFICATION (ASKAPROGRAM) l4 l PALO VERDE NUCLEAR GENERATING STATION
+ FINITE-ELEMENT SOLUTION PER SAP PROGRAM UPDATED FSAR HORIZONTAL DEFLECTION AT TOP OF CONTROL TOWER (SAP EXAMPLE 3)
FIGURE 38.3-13 JUNE 2001 REVISION 11
52 z
59 PALO VERDE NUCLEAR<
UPDATEL. ~....
THREE-DIMENSIONAL FINITE-ELEMENT MODEL (SAP EXAMPLE 4)
FIGURE 38 .3-14 JUNE 2001 REVISION 11
Y=O Z=O PALO VERDE NUCLEAR GENERATING UPDATED FSAR FORCE AND MOMENT CONVENTION (SAP EXAMPLE 4)
FIGURE 38.3-15 JUNE 2001 REVISION 11
60 SAP ANO ANAL YTJCAL SOLUTION z
~ 40 Q.
z 20 0
2 3 4 5 6 A. !/> ~ 11.250 60 r;---~J----u-- - ----6--
z 40
~
Q..
z AN.l lL YTICAL SOLUTION 20 0
a
8. ¢* 78.750 LEGEND:
Q ANALYTICAL SOLU1'10N 6 SAP PROGRAM SOLUTION PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR RADIAL MEMBRANE FORCE (Np)
(SAP EXAMPLE 4)
FIGURE 38.3-16 JUNE 2001 REVISION 11
140 120 100 ao 2
~
s.
z 60 ANALYTICAL SOLUTION 40 20 p
0 po 0 2 3 4 5 6 60
i 40 s.
z ------6 20 SAP PROGRAM SOLUTION p
0 po 0 2 3 4 5 6
e. ~ = 78.750 LEGEND:
0 ANALYTICAL SOLUTION 6 SAP PROGRAM SOLUTION PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CIRCUMFERENTIAL MEMBRANE FORCE (N)
(SAP EXAMPLE 4)
FIGURE 38.3-17 JUNE 2001 REVISION 11
60 40 p
p
a. l/J "' 11.75° 60 40 p
p ANALYTICAL SOLUTION
b. <fl ,. 78.7S0 LEGEND:
Q ANALYTICAL SOLUTION 6 SAP PROGRAM SOLUTION PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR RADIAL MOMENT (Mp)
(SAP EXAMPLE 4)
FIGURE 38.3-18 JUNE 2001 REVISION 11
40 ANALYTICAL SOLUTION 20 z
~ 0 5 6 p
~
-a..
E
-20
-40 A. = 11 .25° 180 160 140 120
-zz x
100 SAP PROGRAM SOLUTION
e 80 60 ANALYTICAL 40 SOLUTION 20 0
0 2 3 4 5 6 B. 'iJ = 78. 75° LEGEND:
Q ANALYTICAL SOLUTION 6 SAP PROGRAM SOLUTION PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CIRCUMFERENTIAL MOMENT (Mo)
(SAP EXAMPLE 4)
FIGURE 38.3-19 JUNE 2001 REVISION 11
T tr
~
iz:Az:;'z::;=c:;7c:;.c:;25c:;inq s
2 Des i gn Application:
f' = -4.5 ks1 f
c
=~ 60 ksi ASME Service Load Criteria y
n * *'"sc . 7.58 c
E "' 29>cl 06 ps1 s
0PTC0N Mode 1 AT = 0 T a 0 M = {see tab1e)
Pd . = 0
=0 P = (see table)
Real Thermal Gradient Thermal Difference Liner Pl ate or Thennal Moment or Thennal Axial Temperature Load 0PTCt)N Loading Load Table
- ---I LOAD CASE P (KI PS) M (FT-K)
I l .
-921 165 2 -560 420 3 14.6 255 4 96 125 L
PALO VERDE NUCLEAR GENERATING STATION
- UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 1-CE201 VEROP1 FIGURE 38.4-1 SHEET 1 OF 2 JUNE 2001 REVISION 11
Interaction Diagram primary allowables MOf"11 NI Cl *F J PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 1-CE201VEROP1 FIGURE 38 .4-1 SHEET 2 OF 2 JUNE 2001 REVISION 11
Design Appl1cat1on: ASME Factored Load Cn te1* 1a f' " -4.5 ksi c
f = 60 ks, y E n = ~ = 7 .58 l:c
~ = 29 x 1Q6 psi
~s 0PTC0N Model oT = 0 T d
=0 T L
=0 M= (see table}
Pd. = 0 l
0 Real Thermal Gradient Temperature liner Pl ate or Thennal ft'oment Difference or Temperature Thermal Axial Load 0PTC0N Loading Load Tab1e LOAD CASE P (KIPS) M {FT-K) I 1 -1733 180 I 2 -1175 675 I I
3 37 440 4 173 225 I

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

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 2-CE201VEROP2 FIGURE 38.4-2 SHEET 1 OF 2 JUNE 2001 REVISION 11
I I
Interaction Diagram primary pluse secondary al lowables I.fl 7_
1.J . -* *-*1
- *+ - -l---- --
I Interaction Diagram primary allowables
- - - '--- . .. ~ - - ..
I..
Ill lJ CY
( l 1.
...J
-l~ - -*-
. *f- -
1010 1-.. 1 I I - . --1 . -
M!JML.Nf CL*f l PALO VERDE NUCLEAR GENERATING S UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 2-CE201VEROP2 FIGURE 38.4-2 SHEET 2 OF 2 JUNE 2001 REVISION 11
_l ti-Design App11cat1on : AC l 318- 71
=Z:Z:Z~
Ultimate Strength
-r JZZ:;l:A' s .
n 25::z::Qi 2 f' c
= -4.5 kSl Criteria 48" ' _l 45" f y
= 60 ks i E
5 n:E =7.58 l *-
c E = 29xl QG psi s
As = 2. 75in2
~ 12"~
0PTC0N Model
~T = 0 T d
=0 T =0 M = (see table)
P *(see) table) ~
--~
Pd .
1
=0 Real Thenna 1 Gradient Temperature Liner Plate or Thermal Manent Difference or Temperature Thermal Axial Load 0PTC0N Loading Load Table LOAD CASE P (KI PS} M (FT-K} !
1 -1417 340 -1 2 -565 995 3 157 670 4 173 230 r
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ACI 318-71 ULTIMATE STRENGTH CRITERIA OPTCON MODULE EXAMPLE 3-CE201 VEROP3 FIGURE 38.4-3 SHEET 1 OF 2 JUNE 2001 REVISION 11
I : ! I ' . /*'i, I i ; ; i : ! I i
~ :~ Jl,r,~* ~
1
' r / I : ! l t : ; 1
-*,/-; - ~.\__ ~--l--*~--! : *- 1* *-,-
r. I
_ . . . ... - * * '. ,- 1
t \ I' IT *i ~ *; I I I1 I 'I l
I _ ,
. ,,/1 I I 1 I .
I ! ; l I *
I ; ! I f - --
I
- ++t *
' . I ; ' I I I : : I :
I f.
I
I**
1'.. : I j I I
---:~-r+--: _-~I :-; J \" tt~~
! I -I ---t--f _j - I- ' ... -
__r- --1--! -.l*' 1 iz,10 - --1* - I --*- - *' - - I- * ----
- - I !l - .
LL_
I I I 1 ., ' I
- ~ - * - , t 1 : -- -r-i - - i ,
111- .. *-*--I __ ] _' - I* I J__ (* I -L--
- { 1
*I -i 1
-i*
I-i ~ - I
-!- -- t
l---1- ~ ! - 1*
f~- !-
t i--++-+--+
I i I
t l. :1-- *!-1- 1
--:---r -- --.- JI _J oun 1
i*-: --l -t I 1-- --* : -* -
-!--1--- ; i - \ - r-
1
!-- 1* -- I* f ,-- * -
I
1
--~ +l~f*1--y ~I I- !
1J~*. -f-H-~+-\-:-1-:r~t 1
l- I~ - I I
1.1
1~l~+-L-
-_\_ ! -*
' -- I I t*
j_~_L r~l* --'-f--L~~--~~~~
I-I* 1- 1 I
~ ! - ! I --- I I
i+ "II
-- - i- l -*
t I !
--f- .! ! - I !
!' f I- -I I
. I - .
- .--+-~- - It--~*- I.- --- ---* -jI -
r - '
J. 1 11 1-i -_ ~- . ! -i -*rr-~ !~!l" --- --1*--1.1'- - -t-1 . - *-
()
1.
- ,- t
--1* j I
i I I I I . .. ----~-
. i I
~
I
-1
~. f 1- TFJ~ ~~ 1 = ~--~11= l:r :
I :200 - I- -
, i 1.:111
.! -[ j I i I ! )' J t_ -
1 ( :4"-i i** I _ *,c-.u j __ -
Ll I -ru~-
1oop.o
. ... _ !- !. , .J t-~~uu --.- : .--+-- =Lr M()Ml_Nl (I If')
PALO VERDE NUCLEAR GENERATING UPDATED FSAR ACI 318-71 ULTIMATE STRENGTH CRITERIA OPTCON MODULE EXAMPLE 3~CE201 VEROP3 FIGURE 38.4-3 SHEET 2 OF 2 JUNE 2001 REVISION 11
Design Application: ASME Service Load Criteria f~ = -4. 5 ks i ac = 5.Sxl0-6 in/in/of f = 60 ks i Cl_ = 5.Sxl0-6 in/in;of y E :::>
.15" n=2=758 EC .
E :: 29 x1Q5 psi s
0PTC0N Mode 1 nT = 50° T = 0 d
T L
=0 M= 415 ft-k p " -5600
\
}
_..,.,\ = 0 Pd . = 0 Real Thermal Gradient Temperature Liner Plate or Therma 1 Morrent Difference or Temperature Thermal Axial Load 0PTC0N loading Comparison Of Typical Results 0PTC0N HAND CALCULATIONS fc (ksi) -2.47 -2.47 f' (ksi)
-13.75 -13. 75 f s (ks i) 3.75 3.72 c (in) 37 .54 37.54 I Hr (ft-k) 151 .80 151 . 00 I
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 4-CE201 VEROP4 FIGURE 38.4-4 SHEET 1 OF 2 JUNE 2001 REVISION 11
Interaction Diagran primary plus secondary al lowables
'J>
/.
I!
Interaction Diagram primary allowables lLJ
()
(!'
{.)
J PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 4-CE201 VEROP4 FIGURE 3B.4-4 SHEET 2 OF 2 JUNE 2001 REVISION 11
Design Apolication: ASME Factored Load Cntena f' = -4.5 ksi "c = 5.5x10 6 in/inl°F c
f = 60 ks i as = 5.Sx10 6 in/in°F y E 48" n = 2. = 7.58 Es ;:: 29xlQ6 psi EC 0PTCeN Model hT "' 500 T = 0 TL =0 p.
,.. = 670 ft-k
_,17u
. \
J --* I Pd. = 0
/ l MT. ::: 0 l
Real Thennal Gradient Temperature liner Plate or Thermal Moment Difference or Temperature Therma 1 Axial Load Y'PTC0N Loading I Hand I k'PTC0N Calculations I f (ksi) -3.56 -3. 56 I I
c I I
f' (ksi) s -33.07 -33.09 I I f 5
( ksi)
C (in)
.28 44.71
.29 44.70 lI
~ (ft-k) 123. 32 123.96 Comparison Of Typical Results
.l PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 5-CE201 VEROP5 FIGURE 38.4-5 SHEET 1 OF 2 JUNE 2001 REVISION 11
Interact ion Diagram primary plus secondary allowables l.*l I'
I
... Interaction Diagram primary plus secondary al 1owables i..11 er 0
lJ MOM[Nf ~L*r J PALO VERDE NUCLEAR GENERATING ~
UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 5-CE201 VEROP5 FIGURE 38.4-5 SHEET 2 OF 2 JUNE 2001 REVISION 11
Analysis Applicatio~: ASME Service Load Cr1ter1a f
c I : 10 1(5; ~
c
= 6x10- 6 in/in/°F f -: 60 ks i as = 6x10- 5 in/in/~F 11 y
r
E c
iO Er = 29 x 10 6 ps i
.)
0PTC0N Model I = (see table) T d
=0 T L
= 0 M= (see table)
\ \
--~
P = (see~ ) }
Pd.l = 0 tableV /
-MT. = 0 l
Real Thermal Gradient or Temperature Difference Liner Plate Thenna l Moment or Thermal Axial Load Temperature 0PTC~N Loading i
! LOAD CASE AT(°F) P (KIPS) M (Fi-l<) 1 a 100 ---- ----- I I b 100 -100 ----.- I c 100 100 ----- I I d 50 ---- 132.3 e -50 -100 ----- II' Load Table PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 6-CE201 VEROP6 FIGURE 38.4-6 SHEET 1 OF 2 JUNE 2001 REVISION 11
COMPARISON OF TYPICAL RESULTS 0PTC0N LOAD CASE f c (ks i) f (ks i )
I f (ks i) kd (in) "'-r{ft-k) s s Ia i I
-.38 -2.92 12.82 9.06 79.47 I b I -.84 -7.59 8. 14 20.33 169. 04 c ---- 17 .13 32.87 ----- 49.85 I -.81 -6.33 27.75 9.05 39.73 d
e -.58
2. 58 -5.34 27.64 - 117. 21 HAND CALCULATIONS LOAD CASE f (ks t) f ~ (ks i) f (ksi) kd(in) MT( ft-k) c s t a -.38 -2.92 12.82 9.05 80.25 b
l -.84 f
-7.59 8.15 20.32 168 .88 c I ---- 17. 13 32.87 ----- 49.84 d I -.80 -6. 30 27.72 9.04 40.50 e I -. 57 I
2.55 -5. 33 27.71 -116.14 I
PALO VERDE NUCLEAR GENERATll UPDATED FSAR ASME SERVICE LOAD CRITERIA OPT CON MODULE EXAMPLE 6-CE201 VEROP6 FIGURE 38.4-6 SHEET 2 OF 2 JUNE 2001 REVISION 11
Analysis Application: ASME Factored Load Criteria
+* = 6xl o- 6 in/in/ °F
' c = -10 ks i Q
c I = 60 ksi a .: 6xlQ-6 in/ in/°F y E s n ~
s -
r- 10 E = 29xl06 psi c s f)PTC0N fttlde 1 tiT = 100° T = 0 T = 0 d l M=0
p. 210k'j 17\ } --*
- /
MT.
1
=0 Pd. = 0 1
Real Thenna1 Gradient or Temperature Diffel"ence liner Plate Thermal Moment or Therlli11 Axial Load Temperature 0PTC0N Loading HANO 0PTC0N CALCULATIONS 1 f
c (ksi) I O* O* II I t's (ks i) 51 51.01 I I
f (ksi) 54** 54**
s MT (ft- k) 9.5 9.5
Fully cracked section
Reinforcing yielding Comparison Of Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 7-CE201VEROP7 FIGURE 38.4-7 JUNE 2001 REVISION 11
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 8-CE201VEROP8 FIGURE 3B.4-8 JUNE 2009 REVISION 15
Ana1ysis ~ppl i cation: ASME Service L::;ad Criteria f'
c
= -10 ksi a c
= 6xl0~~ in/in/°F f = 60 ksi ::i s
= 6xl 0- 6 in/i n/°F y E 42" 4()"
n = 2- = 10 E_,, = 29x10° psi Ee
~ 12 11 ~
0PTC0N Model
, T = (see Tab I e) Td = (see table) T

:: 0 L
M= 0 P=O-j = (see Table)
Pd. =
(see table)
Real Thermal Gradient or Temperature Difference Liner Plate Therma 1 Moment or Therma1 Axial Load Temperature 0PTC0N Loading Load Table THERMAL LOAD INPUT FLAGS CASE Pd; (kips) MT. (ft-k) 1 Td(OF) AT(°F) !TEMP JTEMP 1 100 0 0 2 255. 78 1 0 3 10 100 0 -2 4 10 100 0 -1 I
5 10 l 00 a 0 6 87.696 100 0 1 7 87.096 100 0 2 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 9-CE201 VEROP9 FIGURE 38.4-9 SHEET 1 OF 2 JUNE 2001 REVISION 11
Pd ( k) I ALL LOAD CASES c
Pde{ k) HAND LOAD HANO CASE 0PTC0N CALCULATION OP TC ON CALCULATION 1 o.o 0.0 f c (ks i) -.38 -.38 2 o.o o.o f'(ksi) s
-2.92 -2. 92 3 87.70 87.70 f (ksi) 12.82 12.82 s
9.05 9.05 4 25.87 25. 51 kd{in) 5 25.87 25. 51 MT (ft-k) 79.47 79. 41 c I 6 25.87 25. 51 7 87. 70 87.70 where: Pd =axial thennal load after cracking c
MT ; thermal moment after cracking c
Comparison Of Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 9-CE201 VEROP9 FIGURE 38.4-9 SHEET 2-.0F 2 JUNE 2001 REVISION 11
Analysis Application: ASME Service
_£
, tr Load Criteria
= 6 "106 i n I in/ ° F T
f'=-lOks1 c.
c c
~ = 6x1Q6 A~= ~.ow T 1 f y
= 60 ks1 i:: s in/1n/°F 40 !1 = ;s = l O E = '9xlQb psi s
'"c 0PTC0N Model cT = (see table) T = 0 d
M = (see table)
?=(~
table) =0 Pd.
l
=0
_J Real Theniial Gradient or Temperature Difference Liner Plate Therrna 1 Moment or Therira 1 Ax i a 1 Load Temperature 0PTC0N Load1 n9 i
I I
I I LOAD I
I Input Opt ion I CASE P( ks i) S(ks i)
tS(°F) I NOPTN(l)TNiiPr.;mT NOPTN(ll l
I -- - -I I l -100 50 ! 0 I l I 0 II 2 50 -50 0 I 1 I l I
I 3 -100 100 0 I l I 2 I i i 4 --100 50 100 I ,
_L_l I 0 I 0
S = Tangential shear force NOPTN(3) = 0 - axial load = (S2+P2)~
1 - axia1 load !SI + JPI 2 - axial load = P Load Case PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 1O-CE201VEROP10 FIGURE 38.4-10 SHEET 1 OF 2 JUNE 2001 REVISION 11
AXIAL LOAD P (k) UNIFORM STRAIN E(in/in) a LOAD HAND HMO CASE 0PTC0N CALCULATION 0PTC0N CALCULATION 1 111. 803 111 .803 -.0009638* -.0009638 2 100.0 100.0 -.0008621 -.0008621 3 -100.0 -100.0 .0000639 .0000638 4 11l.803 111.803 Skipped Skipped Note: Negative sign implies tensile strains.
Comparison Of Typical Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 10-CE201VEROP10 FIGURE 38.4-10 SHEET 2 OF 2 JUNE 2001 REVISION 11
Analysis App1icat1on: ASME Service Load Criteria f'
c
= -10 ksi ac = 6xlQ-6 in/ 1n/"F as = 6><10- in/in,'°F 5
f y
= 60 ksi E
n = s - 10 Es = 29x 1Q6 ps, EC -
0PTC0N Model
t. T = (see tab 1e) T d
=0 T L
=0 M ~jeetable)
(see table)
=0 Pd. =0 Real Therma1 Gradient or Temperature Difference l 1ner Plate Thermal :-t.ment or Thennal Axial Load Temperature f)PTC0N Loading MINIMUM ~1AXIMUM %
ILOAD CASE P(T) t, T( F) M.,.(T-m) A & A' il. & C\'
i 5 s s s II I I
- - -* I I 1 90. 70 100 . 1* . .2 i i I 2 90.70 17.678 2.0** l. 5
! I Notes: * = percentage; *~=area (in 2 ); T - tons; m =meter Scale .factors tor both load cases were:
SFFAF =0.5 for real axial loads and thermal temperature differences.
SFFM = 2.0 for real bending moments and thennal gradients or moments.
Load Table PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 11-CE201 VEROP11 FIGURE 38.4-11 SHEET 1 OF 2 JUNE 2001 REVISION 11
! 0PTC~i' HAND CALCULATION
. p KIPS 99.98 100 0
z l..&.J V)
TONS 45.35 45.35
<(
u OF 100 100 ti T
~
0 oF
...J 723.30* 100 KIPS 99.98 100 p
.TONS 45.35 45.35 N
. FT-K 255.73 255. 73
~i 0
z l..&.J V)
<(
u r T-M 35.36 35.36 a' ( KSI) 17. 14 17. 13 s
~
0
...J as (KSI) 32.85 32.87
~ cracked (FT-K) 49.76 49.84 Note: *Discrepancy in thermal gradient conversion from metric to English units.
Comparison Of Typical Results PALO VERDE NUCLEAR GENERAT UPDATED FSAR ASME SERVICE LOAD CRITERIA OPT CON MODULE EXAMPLE 11-CE201 VEROP11 FIGURE 38.4-11 SHEET 2 OF 2 JUNE 2001 REVISION 11
Analysis Application: ASME Factored Load Criteria f' = -10 ksi a = 6x1Q-6 in/in/°F c c f = 60 ksi Q = 6x10- 6 in/in/°F y s f = 60 ks i al = 6xl0- 6 in/in F n
yl
= r E
c
= 10 EL = 29xl Q6 psi E = 29x10 6 psi s
i'.IPTC0N Model
~T =0 T = (see table)
M= 0
~ = 0
d. = 0 1
Real Thermal Gradient or Temperature Difference Liner Plate Thermal Moment or Thermal Axial Load Temperature 0PTC0N Loading I
LOAD CASE P( K) LINER ON LINER TEMPERATURE (°F)l l 100 Yes 0 2 100 Yes 300 3 100 No ---
Load Table PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 12-CE201VEROP12 FIGURE 38.4-12 SHEET 1 OF 2 JUNE 2001 REVISION 11
HANO 0PTC0N CALCULATIONS Load f (ksi) 25. 78 25.78 s
Case No. 1 f' (ksi) lo. 21 10.21 5
T = 0° f L (ksi) 9.34 9.34
.,.._ L Load f c: (ks i) 24.15 24. 14 Case No. 2 f ~ (ks i) 41.09 41.09 T = 300° L f L (ks i} -10.16 -10.16 Load f (ksi) 25.00 25.00 s
Case No. 3 f's (ksi} 25.00 25.00 No Liner fl ( ksi) - *--- -----
Comparison Of Typical Results PALO VERDE NUCLEAR GENERATING Sl UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 12-CE201VEROP12 FIGURE 38.4-12 SHEET 2 OF 2 JUNE 2001 REVISION 11
Ana1ysis Appl ication: ASME Factorea Load Criteria f' "' -10 ksi c
o c
= &~10- in/in/°F 6
f y
= 60 ksi as = 6xlQ-6 in/in/°F 40" 42" f L = 60 ks i al = 6x1Q-6 in/in/ F E
l y
n =.2.=10 EL = 29xlQ6 psi l
A 0 z.o;n' EC E = 29><10 6 psi
..._____.s
- - s
~12" ~
0PTC0N Model T = 0 d
\ = (see table)
M* = (see table)
P" rnok~ ::: 0
--~
Pd.l "' 0 Real Thermal Gradient or Temperature Difference Liner Plate Thennal Moment or Thermal Axial Load Temperatute
Moment required to simulate zero curvature change during loading.
0PTC0N Loading LOAD CASE P(K) M*(FT-K) \(Of) l 100 -75.45 0 I 2 100 82.09 300 I
Load Table PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 13-CE201VEROP13 FIGURE 38.4-13 SHEET 1OF2 JUNE 2001 REVISION 11
HAND OPT CON CALCULATIONS
. fs (ksi) 14. 29 14.29
~o
f' (ks i) 14.29 14. 29 C u.J II s er Vl 05
_, I-_,
f L ( k.s i) 14. 29 14.29 f s (ksi)
N
.!:, 36.66 36.66
~g f' (ksi) 36.66 36. 66
~~II s
O< _, (ksi) -15. 54 -15. 54
-IUt- fL Comparison Of Typical Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME FACTORED LOAD CRITCDIA OPTCON MODULE EXAMPLE 13-GE FIGURE 38.4-13 SHEET 2 Ot- 2 JUNE 2001 REVISION 11
Analysis App1 ication; ASME Factored load Criteria f' = -10 ksi a = 6xl0- 6 in/in/°F c C.
l2" 40" f y
= 60 ksi a 6 s = 6xl0- in/in/°F l~,*~~J_
f l = 60 ks i al = 6x10- 6 in/in/ F y E n = 2 = 10 EL " 29xl0 6 psi EC s = 29x10 psi E 6
~ 12" ~
f)PTC0N Mode 1 M= 0 p = 100k) -
\
J
/MT.=O 1
Pd. = 0 1
Real Thermal Gradient or Temperature Difference Liner !?late Thennal Moment or Thennal Axial Load Temperature
~PTC0N Loading LOAD CASE P(K) LINER ON \(of) 6T(°F) l 100 Yes 0 200 i 2 100 Yes 300 200
!3 100 No --- 200 Load Tab le PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 14-CE201VEROP14 FIGURE 38.4-14 SHEET 1 OF 2 JUNE 2001 REVISION 11
STRESSES HANO (KSI} 0PTC0N CALCULATIONS
(]
c
- .14 -.02 0
. 0 0
0 crL -.63 -.64 z:o N a' 2.01 1.99 "Cl CU II 41' VI II s 0 " ' ....JI-
....JUI- <l OS 49.09 49.04 N
0 <11 -20. 16 -20.15 08 8 Zl"> N OS 32.85 32.86 "Cl QI II II IO VI 0 u"' I-
....I
...JI-
<3 OS I
47 .39 47.39
(")
1-0 0 -- ----- -----
0 !VO Z: CN CJS 9.26 9.26
~
"Cl CU ....J II .*
"' .,, 40. 74 40.75 a~
OIOOI-
.....JUZ: <l I
Comparison Of Typical Results PALO VERDE NUCLEAR GENERATlf *~ --* -*~*.
UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE E MPLE 14-CE201VEROP14 FIGURE 38.4-14 SHEET 2 OF 2 JUNE 2001 REVISION 11
Analysis Application: ASME
£" Factored Load Criteria T tr 42" A' =
s ~- 0111 2 40" f' = -10 ksi f
f c
y
= 60 ksi L = 60 ks i
()
ti o.L c
5
= 6x1Q-6 in/i n/° F
= 6x1Q-6 in/in/°F 6><10- 6 in/in/°F l *- _J y E n = -2. = 10 i::
'-L -- 29x]Q6 psi
= 2.0in 2 EC A, Es = 29x1Q 6 psi
~ 12" --(
0PTC0N Model t.T = 200° T =0 \ = ( see table) d M* = (see table)
p. 100~~ =0
--~
Pd . = 0 Real Thennal Gradient or Temperature Difference Liner Plate Thermal Manent or T~ermal Axial Load Temperature
Moment required to simulate zero curvature change during loading.
0PTC0N Loading LOAD CASE P(K) H*(FT-K) TL (OF) .1T(oF) 1 100 -75.45 0 200 2 100 82.09 300 200 Load Table PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 15-CE201VEROP15 FIGURE 38.4-15 SHEET 1 OF 2 JUNE 2001 REVISION 11
STRESS HANO
{KSI) ~PTC~N CALCULATIONS a 37.53 37.53 s
...... I 6.04 6.05 0
. 0-as
zo 4.28 4.29
-0 CV II ac
'°0 "' It)
_J (...,)!-
-l fc 0 0
~( ft-k) l 52. 53 152 .48 as 54.00* 54.00*
a' 30. 78 30.78 s
N
.o 0
ac -23.18 -23. l 8 oo Zl"'>
-0 Q) II fc 0 0 It) "'
0
-JUI-
'° -I M1 (ft-k) 113.89 113.86 Note: *Reinforcing yielded Comparison Of Typica1 Results PALO VERDE NUCLEAR GENERAT'.'" ,....,.. * .,..,,.._.,
UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 15-CE201VEROP15 FIGURE 38.4-15 SHEET 2 OF 2 JUNE 2001 REVISION 11
_L~~
Design Apo11cation: ASME Service Load Criteria T A' s = 7.25rn' f'
f c
y
= 60
~
-4. 5 ks1 ksi 60 ks 1
i
<ls Cl.
c
= 5.5 ><10- 6 in/in/°F
= 5.5><10- 0 in/ in;""F
= 5.5><10- 6 in/i n/°F f yl L E
i1 = 2 = 7. 58 E L
= 29x]Q6 psi Ee E = 29x10 6 psi s
0PTC0N fttlde 1 T
d
=0 \ = 2000
~-
\ //Kr "
Pd. =0 ii- l 0 1 Real Thermal Gradient or Temperature Difference Li11er Plate Thenna l Moment or Thennal Axial Load Temperature
~PTC~N loading PRI~RY LOADING - PRIMARY+SECONDARY LOADING l
,------,1 0PTC0N HANO CALCULATION l i
0PTC0N HAND CAL CU LA TI ON i
i iI kd (; n} I I
) 4o.so I 41.29 i
j fc (ks i) j -1 .18 -1. 16 I -1.68 -1.66 i fsI ( ks] ) ' - 7* 54 -7.54 -9.68 -9. 58 f (ksi} -2.64 -2. 64 1.04 1. 14 5
If L ( ksi) -40.86 -40: 86 -44.68 -44. 58 Comparison Of Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 16-CE201VEROP16 FIGURE 38.4-16 JUNE 2001 REVISION 11
Design Application: ASME Factored Load Criteria f' :. -4.5 ksi a c
= 5.Sxl0- 6 in/in/°F c
f = 50 ks i a 5
= 5.SxlQ-6 in/ir/oF y 0 .
45" f "" 6 ks, al= 5.SxlQ-6 in/in/<>F 48" yL E n :2.::i.58 A = Z.75in 2 I EC Es = 291(10 6 psi l
5
~ 12" -1 0PTCf)N t-klde1 liT = 50° T = 0 T = 200°
~
l73k / : 0 Pd. = 0 l
Real Thennal Gradient or Teroperature Difference Liner Plate Thermal Moment or Thermal Axial load Temperature li'PT C0N Loading PRIMARY LOADING I PRIMARY+SECONDARY LOADING I I l HANO 1
HANO !I OPT CON CALCULATIONS I OPT CON CALCULATIONS i I
fc {ksi) 0 0 0 0 al (ksi) -3. 90 -3. 90 -5. 70 -5.70 a, (ksi) 51.99 51.99 54.00* 54. 00*
a* (ks i) s 3:1.38 33.38 I
33.27 33.27 I
.1 Note: *Reinforcing yielding Comparison Of Typical Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 17-CE201VEROP17 FIGURE 38.4-17 JUNE 2001 REVISION 11
Jesi~n App1ication: ASME Factored I Load Criteria
~.25rn21 ~O" 1 f' =* -4.5 ksi f
c y
= 60 E
ksi 118" 25" n =Es = 7.58 c
= zg .. 10 6 l._A 5 2
=_:*7___.5in _l E s
isi
~ 12" ~
0PTC0N Model
.&T = 0 T = 0 T =0 111 =(see table)
-~
table) ~ =0 --*
Pd.
1
=0 Real ihermal Gradient or Temperature Difference liner Plate Thermal Moment or Thermal Axial Load Tenperature 0PTC0N Loading OAO I CE201VEROP2 I CE201VEROP18 I ASE l
P(KIPS)
-1733 M(FT-K) 180 I Number . Of Cycles I Rffl*R:EF1 *.St I REF l*~EFl* 5% l
. To Opt1m1ze . _ .
2 -1175 675 ;
Comparison Of Results 3 37 440 4 173 225 load Table PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 18-CE201VEROP18 FIGURE 38.4-18 JUNE 2001 REVISION 11
I Design Application: ASME Service T
Load Criteria f' = -4. 5 ks i c
f = 60 ks i y I="
n=~ 5 =7.58 c
E = 29xl0 6 psi s
!DPTCi)N Mode 1 AT = 0 Ta. =0 T = 0 M = (see table)
Pd. = 0 1
MT.=
1 0
P = (see table}
Real Therma 1 Gradient Thermal Difference Liner Flate or Thermal Moment or Thennal Axial Tanpera tu re Load 0PTC0N Loading
Same as CE201VEROP1 except SET OUTPUT Load Table equal to (O} and (2)
LOAD CASE p (Kl PS) M (FT-K) I 1 -921 165 2 -560 420 3 14.6 255 4 96 125 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 19-CE201VEROP19 FIGURE 38.4-19 JUNE 2001 REVISION 11
Design Application: ASME Service And Factored Load Criteria f~ = -4.5 ksi f = 60 ksi 48" 45" y E n = Es = 7.58 i\*;*~-1 c
E = 29xl0° psi s
~ 12"~
0PTC~N Model tiT = 0 T = 0 T =0 d L M= (see table)
P*(~
table} = 0
--~
Pd.l =0 Real Thermal Gradient or Temperature Difference Liner Plate Thermal Moment or Thermal Axial Load Temperature 0PTC0N Loading THIS TEST CASE ASME ASME APPENDIX APPENDIX FACTORED SERVICE*
OPl OP2 SUPPRESSED SUPPRESSED P(K) -921 -1133 -921 -1133 M(FT-K) 165 175 165 175 As (JN2.) 2.75 2.75 2.75 2.75 A~ (JN2} 1.25 1. 25 1. 25 1.25 Utilization Factor(%) 97.68 98.64 97 .68 98. 64 Comparison Of Typica 1 Rft~ .. 1 .....
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE AND FACTORED LOAD CRITERIA OPTCON MODULE EXAMPLE 20-CE201VEROP20 FIGURE 38.4-20 JUNE 2001 REVISION 11
Analysis Application: ASME Service Load Criteria f' = -10 ksi ci = 6xlQ-G in/inl°F' c c f = 60 ksi a = 6xl0- 6 in/in/°F y E s 42" n = ....1 = 10 E = 29x10° psi s
EC I
lA,'~*~_J_
~ 12° ~
0PTC0N Mode 1 AT = 100° T =0 d
T = 0 l
M= 0
--~
(see)
P=
table) ~ = 0 Pd. = 0 1
Real Thermal Gradient or Temperature Difference Liner Plate Thermal Moment or Thermal Axial Load Tenperature 0PTC0N Loading CE201VEROP61 THIS LOAD CASE A TEST CASE CE20lVEROP6 LOAD CASE B I THIS TEST CASE OFF THERMAL I KKK 12 5 INPUT P(K) -100 -l 00 tiCURVE(KKK=l) 36xl o* 8 18xlo-a .dTo 100 100 FINAL CURV l429xlo-a 304xlo-a FINAL P(K) -100 -100 I
as (KSI) 12.82 2.72 MT(FT-K) 169.04 100 as (KSI) -2.92 -.62 ac (KSI) -.38 -.08 M.r(FT-K) 79.47 79.47 Comparison Of Typical Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 21-CE201VEROP21 FIGURE 38.4-21 JUNE 2001 REVISION 11
_c
-1 ~1111
--r p' = 0
'tr ~nalysis Load Criteria f ' =-lOksi Application:
a c
ASME Service
= 6xl0- 6 in/in/°F s 40 11 c
f = l 00 ks i , as= 6xl0-r, in/in/°F 412" P s
(see
.t~
_J y E n = ... 5 = 10
~c E = 29 xl os p si s
~ 12"4 0PTC0N Mode 1 6T = 0 T = 0 d
T =0 M= 0 p.oj -
\
}
/ MT . = 255. 78 1
ft-k Pd. = 0 1
Real Thennal Gradient or Tenperature Difference Liner Plate Thermal Moment or Thermal Axial Load Tenperature 0PTC0N Loading
!I 0PTC0N HAND CALCULATION I ~PTC~N HANO CALCULATION 0PTC0N HAND CALCULATION P5 ac(KSI) cr,(KSI) cr (KSI) a ( KSI} Mc(FT-K) Mc(FT-K) 5 5
.5 -.45 -.45 12.1 a 12.10 88.04 88.04 1.0 -.59 -.59 10.64 10.64 149 .83 149. 24
1. 5 -.69 -.69 9.65 9.65 199.26 199. 24 2.0 -.78 -.77 8.89 8. 90 240.64 240. 61 2.5 -.83 -.83 8.29 8.29 276.19 276. 1*6 3.0 -.88 -.88 7.78 7.78 307 .29 307. 26 3.5 -.92 -.92 7.34 7.35 334.85 334. 81 Comparison Of Typical Rc.c11lh PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 22-CE201VEROP22 FIGURE 38.4-22 JUNE 2001 REVISION 11
Analysis appl;cation: ASHE service load criteria f' = -4.5 ksi ~ = 6x10- 6 in/in/°F c c f = 60 ks i ci = 6xl0-6 in/in/°F l
y E s n = i = 10 E = 29xl 06 psi A, _ _ _J EC s
~ 12" ~ 0PTC0N Model T :::: 0 T = 0 M = ( see tab l e) t.T=( see table) d L P=(see table) j = (see table)
Real Thermal Gradient Or Temperature Difference Liner Plate Thenna 1 Moment 6r Thennal Axial Load Temperature 0PTC0N loading LOAD ! OPTCON LOADING INPUT
-1 I
CASES BSAP (TAPE 27) CARDS l l(Primary}&2(Secondary} --
2 l(Pr1mary)&2(Secondary} --
3 1 (Primary) 2( Secondary) 4 3(Pr1mary) --
5 4(Pr1mary)* *- ..... _
Note: *Used stress reference plane (BSAP} and s angle (tPTCiN)
'ALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 23-CE201 VEROP23 FIGURE 3B.4-23 SHEET 1 OF 2 JUNE 2001 REVISION 11
Comparison Of Typical Results 0PTC0N Input Loads From BSAP Tape 27 PRIMARY LOADING P(KIPS) M(FT-K) 0PTC0N HAND HAND LOAD CASE 0PTC0N CAL CU LA TI ON 0PTC~N CALCULATION 1 Component l 60 60 0 0 Component 2 -120 -120 0 0 2 Component 1 60 60 0 0 Component 2 -120 -120 0 0 3 Component l 60 60 0 0 Component 2 -120 . -120 0 0 4 Component 1 60 60 311 311 5
I Component l 60 60 311 311 SECONDARY LOADING I
P (K}* OR T(°F) M(FT-K) OR 6T(°F) 0PTC0N HAND HAND LOAD CASE 0PTC0N CALCUtATION (1PTC0N CALCULA Tl ON 1 Component 1 0 0 311 311 Component 2 0 0 311 311 2 Component 1 0 0 311 311 Component 2 0 0 3ll 3 Component 1 0 0 100* 100*
Component 2 0 0 100* l00'1r 4 Component 1 0 0 0 0 5 Component l 0 0 0 0 Note: *Thermal gradient input with cards .
....--~~~~~~~~~~~~~~~
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ASME SERVICE LOAD CRITERIA OPTCON MODULE EXAMPLE 23-CE201 VEROP23 FIGURE 38.4-23 SHEET 2 OF 2 JUNE 2001 REVISION 11
MODEL NUMERICAL DATA MASS POINTS I M,(a)
I (K ' sec2/ ttl Mlolbl (K-sec2/tt)
,l,(c)
(ft)
A1(d)
(ft2)
Ao(el (ft2) 11 (I)
(ft4) 8 15 2,000 12 0 420 180 60,000
------* - * ~*** * - -
7 35 5,000 130 710 310 110,000 6 170 155,000 11 0 1,970 1,380 1,240.000 5 105 64,000 11 0 2,420 1,380 1,240,000 4 120 80,000 12 0 2,420 1,610 1,270,000 3 185 71,000 10 5 2,420 1,610 1,270,000 2 200 126,000 9.0 2,330 1,230 1,200,000 1 140 100,000 13 5 2,130 920 380.000 a LUMPED MASS AT POINT 1 b MASS MOMENT OF INERTIA AT POINT 1 c LENGTH OF ELEMENT 1
d. CROSS-SECTION AREA OF ELEMENT 1 e SHEAR AREA OF ELEMENT 1 f MOMENT OF INERTIA OF ELEMENT 1 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LUMPED-MASS MODEL (SUPER SMIS EXAMPLE 1 AND 2)
FIGURE 38.6-1 JUNE 2001 REVISION 11
y 20 ~
43-48
/
14
/
14 I
30 14
/
(
20 1*6 49 11 l
.z PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR EIGENVALUE ANALYSIS MODEL (SUPER SMIS EXAMPLE 3)
FIGURE 38.6-2 JUNE 2001 REVISION 11
F DURATION NUMERICAL DATA PULSE DURATION t 5.00 SECONDS TIME INTERVAL ll.t 0.05 SECOND PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR TYPICAL UNDAMPED SYSTEM (SPECTRA VERIFICATION)
FIGURE 38.7-1 JUNE 2001 REVISION 11
2
~-~-~-\
~
.. "'-. '* ~~~*H*~*r-z.~
~
E
, ~~ -~
-~ *\.. j
_, *"--t,*~-
0 I
I 0**
I 0
I 0 2 3 4 LEGEND:
A SPECTRA 131
-ANALYTICAL, PER ENGINEERING VIBRATIONS PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR RESPONSE SPECTRA COMPARISON (SPECTRA EXAMPLE 1)
FIGURE 38.7-2 JUNE 2001 REVISION 11
4.--~~~~-r~~-..~-y--,--,.--~~~-,-~~~~~.-~~~~~.-~~~~---,
I I I
I I
I
'\
UPPER LIMIT OF FREE ANO FORCED PARTS I
/
I '0
,, , 0
/
--a -- .
0 0.5 10 15 20 25 30 Ofw LEGEND 0 SPECTRA (IN THE SPECTRA RUN THE FREQUENCY OF THE FORCING FUNCTION 0 IS 2 7r I 141
==ANALYTICAL PER INTRODUCTION TO STRUCTURAL OYNAMICS MAXIMUM DYNAMIC LOAD FACTOR FOR SINUSOIDAL LOAD F, Sin fl. t. UNDAMPED SYSTEMS PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR (SPECTRA EXAMPLE 2)
FIGURE 38.7-3 JUNE 2001 REVISION 11
v*""'
L* - - - - - - - - - - - . L - - r - Z*H, z
y PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DESCRIPTION OF THE MODEL LUCON CE970 FIGURE 38.8-1 JUNE 2001 REVISION 11
-- **- - ---- * *~* * . ***--****-~* *- -------* ---*---. ... .. ,. - --- ** ~- ------*- -- *----**----------
O.D 0.05
/
+
0
- - - } VELETSOS ANO YERBIC (111731
+ (- 0.05 A (
0.15 } PRESEl\IT METHOD
1
E- o.25
0_ _ __ ._ _ ~2----3.._ ____...______ 5 _ _ _6_ _ __...7_ _ _8_ _ ___.9_ ___.10 2
o 1.0 0.8 0.6 0.4 0.2 o.o 0:---~---!'--~--~--~----!~---"---.L.---'----'
2 3 4 5 6 7 8 9 10 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ROCKING IMPEDANCE FUNCTIONS FOR A HYSTERETICALLY DAMPED FIGURE 38.8-2 HALF-SPACE (sigma= 1/3)
JUNE 2001 REVISION 11

~~~ +

~ *0.05
+
+
0
c - - - } YELETSOS At-fD YERBIC 119731
c
.¥
1
+ (
0.05 }
.6 (
0.15 PRESENT METHOD
E* o.:z5 1.2
/***" 0.15 0.6 0 2 3 4 6 7 6
10 I
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL IMPEDANCE FUNCTIONS FOR A HYSTERETICALLY DAMPED HALF-SPACE (sigma= 1/3)
FIGURE 38.8-3 JUNE 2001 REVISION 11
0
- - - } VELETSOS AND YERBIC (19731
}
.1
+ t *0.05 }
.A ( *0.15 PRESENT METHOO
{ *G.25 1A 1.2 0.16 0 .06
* + ~--\_ _:___________ ;}
0
~
~
1.0
+
+ ~ ........
//
u
" /
0 .8 /
/
0.6 2 3 4
7 8 9 10 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR VERTICAL IMPEDANCE FUNCTIONS FOR A HYSTERETICALLY DAMPED HALF-SPACE (sigma= 1/3)
FIGURE 36.8-4 JUNE 2001 REVISION 11
........"'" ~-t.:...:.:*:.:: ,, -------------------------------___/_~. --------------------------
0
+ .......
-......._......._ /G'/G*0.11/~
'~ +-.-....._
'~ .......
~ '-......_,
+ G'/G
0.1a/IJ } \, ', /O.la/IJ
-1 A
0.3 a/0 PRESENT METHOD '\ "
e
0.5a/IJ '\ '..: ~
- - - VELETSOS AND VERBIC 119731 ' \.
~
'\.
2'"-~~~~~~~~~~~L-~-.J.~~__J.~....l.--'-~~::U..~~-L-~~...J 2 3 4 0.5 *IP - - - - - \.
5 6
\
7
' 8 9 10 1.0 G'/G*O.Sa/ll\
o 0.8
..... -- --- 0.3a//l\_
-0 0.6
~
.* -- ---A-- ------ ---*
/e
//~ *
... O.ta/IJ\ ----
E /. __ '3,.. _____+__ +
1 0.4
,.~>
,_ ----- --+- - - -
1/ ~~_;:,:..-~... ------*. ------------* ~-~7
+
0.2 I .**
ti ..**
0 2 3 4 5 6 7 8 9 10 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ROCKING IMPEDANCE FUNCTIONS FOR A VISCOELASTIC HALF-SPACE (VOIGT MODEL, sigma= 1/3)
FIGURE 38.8-5 JUNE 2001 REVISION 11
- - ' """ - ~ -. ** ' & -~ * -::.,;;,: .a. . r-
0
-0
~
c
r
.)I.
.1
2L--~~a--~~'--~~---~----'--~--'--~~-'-~~~~__..~~~~~-'
0 2 3 4 5 6 1 8 9 10
o
__ ......../
/ ()
~
1.2

0.5*/tl
--~-
1.0
---;: --- . . --- -IA-- - - - A. G'/G 0 0.3 *IP A
0.8
+ +

~------

0.6 0.0 0 2 3 4 5 6 7 8 9 10 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR HORIZONTAL IMPEDANCE FUNCTIONS FOR A VISCOELASTIC HALF-SPACE FIGURE 38.8-6 (VOIGT MODEL, sigma= 1/3)
JUNE 2001 REVISION _\1 . . ** .-= - --- - _.,. __ --=--- - .
___________ ../'. ______ _
o.o
~~~~---
'~ +-..,
\"
~
...... ,+'
0
' \'
-\ '\ ' ', I
'\ '\
~
G'IG- 0.1*/ll
\\ ~\ ' '\
\ ',(0.3 '
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JUNE 2001 REVISION 11
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FIGURE 38.8-11 JUNE 2001 REVISION 11
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0 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAA HORIZONTAL IMPEDANCE FUNCTIONS FOR AN ELASTIC AND A VISCOELASTIC TWO-LAYE RED MEDIUM (CASES 8 AND 9)
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FIGURE 38.8-13 JUNE 2001 REVISION 11
0 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR ROCKING IMPEDANCE FUNCTIONS FOR AN ELASTIC AND A VISCOELASTIC TWO-LAYERED MEDIUM (CASES 10 AND 11)
FIGURE 38.8-14 JUNE 2001 REVISION 11
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FIGURE 38.8-16 REVISION 11 JUNE 2001
100cF r
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Thermal Gradient 1 *- _____,
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T 1"
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s 13,150 psi 13,790 psi 5.9 F -331 psi -318 psi 4.1 c
kd 7.55 in 7. 42 in 1.8 MT 43,760 in-lb/in 43,680 in-lb/in 0.2 Comparison Of Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR THERMAL MOMENT CECAP EXAMPLE 1-CECAPVER1 FIGURE 38.9-1 JUNE 2001 REVISION 11
. * - - *-~ -*-~ -
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f -932 psi -882 psi 5.7 c
kd 20.4 in 20.6 in 1.0
~ 143,000 in-lb 141 600 in-lb LO in ' in Comparison Of Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR THERMAL MOMENT AND REAL AXIAL LOAD CECAP EXAMPLE 2-CECAPVER2 FIGURE 38.9-2 JUNE 2001 REV!SlQ~.11.
3,175,200 in-lb T T 40" 42"
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kd 7.6 in 7.4 in 2.7 Comparison Of Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR CECAP EXAMPLE 3-CECAPVER3 FIGURE 38.9-3 JUNE 2001 REVISION 11
3,175,200 in-lb lDlk T 1 42" 40" 1.0 in 2 Reinforced Concrete Beam
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f c
-1,908 psi -1,922 psi o. 7 kd 12.2 in 12. 7 in 3.9 Comparison Of Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REAL MOMENT AND REAL AXIAL LOAD CECAP EXAMPLE 4-CECAPVER4 FIGURE 38.9-4 JUNE 2001 REVIS!ONJ1 __ _ _ _..
3,175,200 in-lb f 1 lOlk 42" 40" i.o in 2 I e--1..
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f -2.509 psi -2,406 psi 4.3 c
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-L T (*- T 8"
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f_ 0 0 o.o Comparison Of Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR UNIAXIAL TENSION CECAP EXAMPLE 6-CECAPVER6 FIGURE 38.9-6 JUNE 2001 REVISION 11
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Reinforced Concrete Sections CECAP Concrete Element Model CJ::CAP Hand Calculations % Error f 19,890 psi 20,000 psi 0.6 SX f 19,490 psi 20,000 psi 2.6 sy Comparison Of Re~ults PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR BIAXIAL TENSION WITH SHEAR CECAP EXAMPLE 8-CECAPVER8 FIGURE 38.9-8 JUNE 2001 REVISION 11
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1/4" Liner Plate T
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kd 4.64 in S.46 in 15.0 46400 in-lb/in 47790 in-lb/in 2.9 M.r Comparison Of Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REINFORCED BEAM WITH LINER SUBJECTED TO A THERMAL MOMENT CE CAP EXAMPLE 1O-CECAPVER10 FIGURE 39.9-10 JUNE 2001 REVISION 11
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kd 7.56 in 6.91 in 9.4 2.1
~ 44280 in-lb/in 45210 in-lb/in CompRrison Of Results PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DOUBLY REINFORCED BEAM SUBJECTED TO A THERMAL MOMENT CECAP EXAMPLE 11-CECAPVER11 FIGURE 38.9-11 JUNE 2001 REVlSION .tL....
STRUCTURAL DEFINITION
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.01 .10 1.CIO PllllOOIS&O UQIND
F0$1N DEVIATIONS
- FULL STllUCTUf'E SO~UTIO'I PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR COMPARISON OF THE RESPONSE SPECTRA OF M5 FOSIN EXAMPLE 3 FIGURE 38. 10-20 JUNE 2001 REVISION 11
DAMl'ING*..mm I I I I
10 I
!i 2
=
. :~ l I Ii
5 r
, I' I g
.i IJ 3
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0 I I I I I I I I I
.01 ,10 1.00 10.00 NlllOO 111CI uou*o
-- FOS\.. DlVIATIONS
- FULL STRUCTUll( SCXVTIO..
PALO VERDE NUCLEAR GENERA TING STATION UPDATED FSAR COMPARISON OF THE RESPONSE SPECTRA OF M6 FOSIN EXAMPLE 3 FIGURE 38.10-21 JUNE 2001 REVISION 11
DAMPING* . . .
11 10 I
I ~
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n fJ A
/ ~ 1 I
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l'I 0
.01 .10 UIO \0.00 PllllOO ISICI LIOUIO
-***** 'OSIN DIVlATtONI
- *Ut..L ""UCTUIH SOLUTtc.
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR COMPARISON OF THE RESPONSE SPECTRA OF M7 FOSIN EXAMPLE 3 FIGURE 38.10-22 JUNE 2001 REVISION 11
0~1HG * .CllOI 10 t
l ii Si - i*
g ' I c J
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1"1' 0
.01 .10 1.00
' 1000
""ioo1saa LlGElllO
f0SIN OlVIATIONS
- f Ull STAUCTURE SO~UTIQllC PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR COMPARISON OF THE RESPONSE SPECTRA OF M8 FOSIN EXAMPLE 3 FIGURE 38.10-23 JUNE 2001 REVISION 11
.5P pJF I= 2.t>op @ I" 2qoo @
[1~ ~
1: jf)f) I= '1{)0 1=1~00 12 1
p~
1
&~ /{)/) p5;: I li']
© 1 =4-tJDO CJ) I : /.DOD ~
U4] ~~
/: l,IJO J: ffJIJ I : l'-QO 12'; [11] ~2) JOO PS.' -~~lo PSF
~ I= 400'7 I: 400(} @
[f) I!~
~ ] : StJ~ I= 120() 1 = j8oo 121
['] l1J JOO PJF fl]
I:: 4-0PP (J) 1 : /.IJ~tl @"
[4J [~]
'I I= j'OOQ I:: 1>60 I:: 11000 IJ [I J [Z) L31
1. Jp' .L ~Q' _J J111iN 25' IJ£,4/T .11',fC/J.I{;
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR RIGID FRAME STRUCTURE FIGURE 38 .11-1 JUNE 2001 REVISION 11
W14: 84 K1 ps -=2* K1 r-5 j'f-r-
~~=- 1c.BK1ps :::S.J1 K*f-.S~t 1
/1 mj .: B KI r f : s.i1 K qo- s/1"'~
ll' t-*¢ i
m 1 c:. Ob 1<1,.1 = S.JO Kif - :> /.,e,-
J 15' I
j_ ,,,~ ..
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LUMPED MASS MODEL FIGURE 38.11-2 JUNE 2001 REVISION 11
O 197 INCH HIGH TENSILE STRENGTH WIRE 1120@ 3 PER INCHI
_J----------- 40 IN 1 i2 IN ROUND STRANO IN 718 IN HOLE 130 (jil 1201
\ 1'" i-:"""" "'"
t 91N
~
30 IN 31 IN 51N SEA:..ING RING
~:J.IC,,,l~~~~~~.....~~~'-'~;..:;...r:~""_l nllN PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LONGITUDINAL SECTION OF THE PCRV (FINEL EXAMPLE 1)
FIGURE 38 .13-1 JUNE 2001 REVISION 11
LONGITUDINAL PRESTRESSING LOAD 1760 KIPS TOTAU 1,_
12 0 0 22 - -
2J 8 @
33 - - -
(§)
34 C0 e 44 - - -
45 e "" ""'
\ I I /
/
55 - - -
66 81 e -....... ,_,_ \I I
l...--V 80 - -
95--
t t t t t tt t - - 103 96
- - """r-.....
PRESTAESS
-106
--109
\
\ "\. @ EQUIVALENT TO 113 - - PRESTRESSING INTERNAL
- - - 114 e e 118--
FORCES 1620 L8 11N 2)
PRESSURE
_ _ 119 e e 49 - *s) \
@ 1"(49)'
/(*sV
,f._s2y @
53
- - - 124 e e 123---
128--
70 65
~ 61
....-- 9 85 -
89 78 93 e
"17' - - 129 13J--
e e 96
~ 105 ~
IOJ 100 89 '{90 )'. --134 138--
e \@"'--
106 109 111 e e
--139 143--
--144 e e 148---
- - - - 149 8 8 '~-
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT IDEALIZATION OF PCRV
{FINEL EXAMPLE 1)
FIGURE 38.13-2 JUNE 2001 REVISION 11
flNEL REF 3 LE GENO *
~ ZONES Of RADIAL CRACKING 500 L3/IN.2 I rRACE OF CIRCUMFERENTIAL CRACKS
/
.....--~-------------~
575 LB/IN .2 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REGIONS OF CRACKING (FINEL EXAMPLE 1)
FIGURE 38.13-3 SHEET 1 OF 3 JUNE 2001 REVISION 11
FINEL REF 3
//
/'/
--~~~~~~~--/
62'5 LBHN 2 LEGEND
~ ZONES OF RAO IAl CRACKING
/ TRACf OF CIRCUMFERENTIAL CRACKS
'--~~~~~~~--~~,
675 LB/IN .2 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REGIONS OF CRACKING (FINEL EXAMPLE 1)
FIGURE 38.13-3 SHEET 2 OF 3 JUNE 2001 REVISION 11
FINEL
/
//
/,
/ // /

1/1" / ,

725 LB/IN.2 LEGEND -
IL'.2l ZONES OF RADIAL CRACKING I TRACE OF CIACUIVFEAENTIAL CRACKS PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REGIONS OF CRACKING (FINEL EXAMPLE 1)
FIGURE 38.13-3 SHEET 3 OF 3 JUNE 2001 REVISION 11
800 . - - - - - - - - - - - - - - - - - - --- - -- - - - -- - - - - - - - -
COl.<rLETE FO.ILURE Al 870 LB/IN 2 0 6 IN OlsPLACEMEMT 600 I lJEF LE C:TION
~
iii
=...
a:
=>
"'"'a:
UI 400
...J z<
a:
~
LECENO EXPflllM~NTA~ Ff<O~I REF 2 200 ~ AN4LYTICAL FROM"!EF 1_!'* l'J
(}--0 ANALYTICAL FROM flE~ 1.1* -* O 0---0 ANALYTICAL FROM flNEL 0 0 1 0 02 0 03 0 04 0 05 006 OISl'LACEMENT llNCHESJ PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LOAD-DEFORMATION CURVES FROM FINEL VERIFICATION USING A PCRV (FINEL EXAMPLE 1)
FIGURE 38.13-4 JUNE 2001 REVISION 11
J_ A 61N RE INFO'iCING STEEL T
20 IN 6 IN .
A 1
6 IN --1 '""I*----- ]'}IN - - - - -.. -..!112 IN l------ 71 IN
I i--6 IN 1
Pi 2 --i8 IN f-- 1 l'/2 T ~REINFORCING 20 IN sTE£L. Af~EJ\ - 1sa1ri 2 J_ ~
T CROSS-SECTION A-A PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR EXPERIMENTAL BEAM DIMENSIONS (FINEL EXAMPLE 2)
FIGURE 36.13-5 JUNE 2001 REVISION 11
/-.._'--
FINITE ELEMENT MESH (REFERENCE 31
~
rB-
'.;:::~
RE IN f OACING STEEL~
/
-....~
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT MESH (FINEL EXAMPLE 2)
FIGURE 36 .13-6 SHEET 1 OF 2 JUNE 2001 REVISION 11
'f
@)
~ FINITE ELEMENT MESH !FINELi
f
t. .. " 60 .. ,. &< ~1 *oo 11g :;.ic 137 u.o 148
't
@ @ 9 @ @ @ @ e @ @ @ @ @
~
't-
~
'f &
~
~
~ ,.A'}/ '////V///. '///, ',//// V//,,'/ V////// V//////, '/////// V////// '/////// V////// ////////// lV///,(i.f///v
~
~ <0 e <0
@ @ @ @ e @ @
~~ ** 17~ Ill J1 4S 61 69 9J *OT
~ @ @
'.1-'. "' -* ------
W§ffiWM AEt .. *ORC*NGSTEEL PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT MESH (FINEL EXAMPLE 2)
FIGURE 3B. 13-6 SHEET 2 OF 2 JUNE2001 REVISION 11
LEGEl\IO*
eovNDARY OF CR ACKED REGION .
REF 3
~ CRACKED REGIO"I . FtNEL FINEL - 8 7 KIPS REF 3 - 8 0 KIPS FINEL ANO REF 3 - 28 .0 KIPS tNO CRACKING IN FINEL BELOW 8 7 KIPSI ftNEL AND REF 3 - 20 0 KIPS FINEL AND REF 3 - 31 2 KIPS PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR REGIONS OF CRACKING (FINEL EXAMPLE 2)
FIGURE 36.13-7 JUNE 2001 REVISION 11
LEGEND . - --- - REF 4 (EXPERIMENTAL)
- - - REF 3 IANALYTICALI FINEL 40 30 AEINFOACING STEEL YIELDED 20 10 0 L-.~~~~~~~~~~~-'-~~~~~--'-~~~~~--'-~~~~~--'
0 01 02 03 04 OS DISPLACEMENT UNDER LOAD llNCHESl PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LOAD-DISPLACEMENT CURVES FROM FINEL VERIFICATION USING A SIMPLY - SUPPORTED BEAM (FINEL EXAMPLE 2)
FIGURE 38.13-8 JUNE 2001 REVISION 11
16 ii 3 IN.* 48 IN.
x x x x I x x x x
- -~*
j I
I t
6* 2 IN.
25 46 ! 6J 88 116
12 IN.
I x x x x I x x x )(
a b <l e 9 h TIP LOAOING 0.952KIPS NUMERICAL DATA 5.333 ELASTIC MODU~US E
30.000 KllN 8.762 POJSSON"S RATIO
.... 0 25 9.906 MOMENT OF INEnTIA 4
8.762 1*144 IN CROSS SECTIONAL AREA 5.333 A , 12 IN.2 0.952 TOTAL * <IO.O KIPS PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR BEAM GEOMETRY AND FINITE-ELEMENT MESH (FINEL EXAMPLE 3)
FIGURE 36.13-9 JUNE 2001 REVISION 11
NUMERICAL DATA :
ELASTIC MODULUS E
4 32 x 105 K/Fl 2 POISSON'S RA TIO
" . 0 25 I- 4 6 20 22 L'- 10 N
0 3 5 19 21 OUTER RADIUS (b. 68. 75 FT) .. I r fFTI PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT MODEL (FINEL EXAMPLE 4)
FIGURE 38.13-10 JUNE 2001 REVISION 11
NUMERICAL DATA ELASTIC MODULU~
E
4 32
105 K/FT POISSON'S RAT 10 V
0 25 COEFFICIENT OF THERMAL EXPANSION u
6, 10*6 FT/FTl°F h
t- 2 4 6 8 20 22 u.. 1.0I*~
N 0 G) G) @
0 ~v- -
~
0 3 5 19 :n oNN<R RADOU' * .... 0 <Tl OUTER RADIUS (b
68.75 FTI --j r (FTl PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT MODEL
{FINEL EXAMPLE 5)
FIGURE 38.13-11 JUNE 2001 REVISION 11
..---~---~*--~--- -*- ---<< ---*~--- *- ~ - - --~ * -- ------ ---~~-- *-~* ' *-*- *****
LT 3 = l25F 100 TREF= 1~.:_~ - - ------

_L_b=75F 50 r=a r=b r (FT)

PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR TEMPERATURE DISTRIBUTION (FINEL EXAMPLE 5)
FIGURE 38.13-12 JUNE 2001 REVISION 11
---- --*~- ----* - --~ *--- .*- ***---*-*..,,,.___.~.-- ------- ** ---- - ------~-----** ** ------
NUMERICAL DATA .
ELASTIC MODULUS E =432x 105K/FT2 POISSON ' S RATIO v = 0 25 COEFFICIENT OF THERMAL EXPANSION a* 6 " 10*6 FT /FT ;°F I
7 4 6 20 22 1 0 -~
N 0 G @
0 *v .
0
,I 3 5 19 2 1 INNER RADIUS (a: 65 0 FTl--\
OUTER RADIUS lb - 63 75 FTI -
r IFTl PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR FINITE-ELEMENT MODEL (FINEL EXAMPLE 6)
FIGURE 38.13-13 JUNE 2001 REVISION 11
220F - -
200 150
~
I?.. lOO T REF= 60 F 50
- - - 30F r=65FT r=65.844FT r = 68.75 FT r IFT)
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR BILINEAR TEMPERATURE GRADIENT (FINEL EXAMPLE 6)
FIGURE 38.13-14 JUNE 2001 REVISION 11
--- --- * *----~----------- -~ --*-**-- .
y
* + ' t +
,...._ p - 100 K / IN t '
61 66
@ Q,
'\:..:.,/ @ @ @
55
@)
NUMERICAL DA TA*
ELASTIC MODU LUS E = 3 x 104 Kl IN 2 G POISSON'S RATI 0 j,' = 0 30 MATERIAL THIC KN::ss t = 1 INCH a = 10 IN G
B 13 18 0
7 12 C0 0 0 0 0 1 6 2 3 4 5
- x t J J t"°"' 4p £ 400KllN
~------- a/2 = 5 IN -------*~!
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DEEP ELASTIC PANEL LAYOUT (FINEL EXAMPLE 7)
FIGURE 38 .13-15 JUNE 2001 REVISION 11
FINEL RESULTS PLATE ELEMENT (STRESS K/IN 21 y 3(' -1 .19 52 J4 - 2 86 38 -6 28 10 42 -20 .07 46 -40 15 EXTRAPOLATED
-52 0 +-
VALUE@ NODE 61 25 - 2 14 19 -12 03 13 -12 38 7 35 51 106 48 EXTRAPOLATED 1460 ....
VALUE@ NODE 1 146 50 30 - 20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120
\
130 140 150 STRESS (KIPSI PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR EXTRAPOLATIONS FOR CORNER STRESSES (FINEL EXAMPLE 7)
FIGURE 38.13-16 JUNE 2001 REVISION 11
z p = 100 K/IN 47 63 84 105 126 147 168 189 210 231
~- 21..,.~----------~~----------~-------,~
20 200 20 230 19 229 NUMERICAL DATA ELASTIC MODULUS E = 3" 104 K ! IN 2 POISSON*s RATIO 11=03 a = 10 IN MATERIAL THICKNESS t = 1 INCH 3
2 181 Ulo-'--..--------------.....
22 43 64 85 106

...illll6oll.-..~~~--1~ R 12J 148 169 190 211 tI f t 4p =400 K/IN 2

= 5 IN
I
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DEEP ELASTIC PANEL LAYOUT (FINEL EXAMPLE 8)
FIGURE 38.13-17 JUNE 2001 REVISION 11
CONTAINMENT STRUCTURE EL. 207' EL. 198.S' 10 EL.184.4 9 El. 165.3' 8 EL. 143.8' 1 62' 3.5' EL. 123.8' INTERNALS EL. 103.B' El. 93' EL 83.8' 4 EL. 63.8' 3 El. 61' EL.UB' 2 El.49' EL. 33.5' EL. 23.S' EL. 22' EL. 13' EL. 0 BASE y
L.
A* 65' 5.20 x 106 KIP/FT 9.70 x 104 KIP-SEC/FT 1.80 x 1010 KIP-FT/RAD 8.15 x 107 KIP-FT-SEC/RAD PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR COMDAM TEST MODEL FIGURE 38.15-1 JUNE 2001 REVISION 11
MODE NO. 2 3 4 5 6 FIXED BASE
I I
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ROTATIONS 1.12x10-4 I
I 4.90x1o-5
2.44x10*4
'*1.95x10-4 I
2.8Bx10-4 I
1.otx1 o-4 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR SYSTEM MODAL SHAPES OF MODEL FIGURE 38.15-2 JUNE 2001 REVISION 11
12'-0" c~ ""io
~
35k I .. 9000 in4 q-.s
&J .s 16 g 0 g *0 in I
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N
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II B
E
1. 4000 in4 ti ..,
-- .E ~~ *0 16 g
(")
0 g
(')
u, I II I
,... 20*-o*
..., E = 30000 ksi PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR EXAMPLE FRAME FOR PIPSYS STATIC ANALYSIS FIGURE 39.17-1 JUNE 2001 REVISION 11
.___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __.- -*--*- -=-- . .
FIG 201 PIPING SYSTEM PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR PIPING SYSTEM FOR COMBINED STRESS ANALYSIS (PIPSYS)
FIGURE 38.17-2 JUNE 2001 REVISION 11
y z x LUMPED MASS PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR STRUCTURAL MODEL OF PIPING SYSTEM (PIPSYS)
FIGURE 38.17-3 JUNE 2001 REVISION 11
24 22 JOINTS 19, 21, 32 20 18 16 a;' 14 JOINTS 15, 17 Q.
i I.LI 0 12 a:
0
&L 10 LJOINT 25 8
6 4
2
.04 .08 .12 .16 .20 .24 .28 .32 .36 TIME (SEC)
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR LOAD TIME HISTORY (PIPSYS)
FIGURE 39.17-4 JUNE 2001 REVISION 11

NASTRAN

.28 OYNAL
.26 PIP SYS
.24
.22
.20 u;
.e-
.:iit .18 w
0 a:
0
u. ., 6
.14
.12
.10
.08
.04 .08 .1 2 .16 .20 .24 .28 .32 .36 TIME (SEC)
PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR DISPLACEMENT VS. TIME, JOINT 8, Z DIRECTION (PIPSYS)
FIGURE 38.17-5 JUNE 2001 REVISION 11
I ,
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T" PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR RESPONSE CHART FOR RECTANGULAR PULSE LOADS ON SINGLE DEGREE OF FREEDOM (DOF)
ELASTO-PLASTIC SYSTEMS FIGURE 3C.2-1 JUNE 2001 REVISION 11
RESISTANCE - AVAILABLE STRAIN AVAILABU STRAIN RE SPOlllSE DISPLACEMENT ENEffGY WITHOUT ENEROYMTH FUNCTION OTHER LOADING OTHER LOAOINQ
*m
* ** *m NON LINEAR If SHADED AREA ISTRAIN EN£RGY) MUST EQUAL E 1 PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR RESISTANCE-DISPLACEMENT FUNCTIONS WITH ASSOCIATED STRUCTURAL RESPONSE WITH AND WITHOUT THE EFFECT OF OTHER LOADS FIGURE 3C.2-2 JUNE 2001 REVISION 11
10 8
5 2
1 .0 0.8 0.5 2 00
,..._-.,..., R I y I
I 02 x
- Ir- _, _ 4- -
I TRIANGULAR PULSE LOAD RESISTANCE FUNCTION 0.1 0.2 0 .5 OB l 2 5 8 10 20 ti TIME RATIO CT * -
Tn PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR RESPONSE CHART FOR TRIANGULAR PULSE LOAD ON SINGLE DOF ELASTO-PLASTIC SYSTEM FIGURE 3C.2-3 JUNE 2001 REVISION 11
1.0
~
548 I
F bdJ er
~~
p' I 'Do~
0 75-0.50.~
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/ 10-1 RATIO pn As A's Es p p' * - n c -
bd bd Ee F n -
Kl + pn l1-K) 2 + -
(2n-1) p'
{pn)- CK d'
--l 2 3 n p d 2n-1 d'
- := 1.9, - =>0.10, K *-m + lm 2 + 2c:i)%
n d -
p' p' m*pn'1+1.9-I, Q"'Pnll+0.19-1 p p PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR COEFFICIENTS FOR MOMENT OF INERTIA OF CRACKED SECTIONS FIGURE 3C .3-1 JUNE 2001 REVISION 11
µ
DUCTILITY RATIO FOR p* c 0
COMPRESSION ONLY
µ1* DUCTILITY RATIO FOR FLEXURE ONLY FOR VALUES OF µc AND µf see TABLE JC.3-4 p
Pu* <f>P~
' Mu* ¢M~
0 co(
o(
0_, 0_,
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0 MOMENT ALLOWABLE DUCTILITY RATIO IAI REINFORCED CONCRETE INTERACTION IBI ALLOWABLE DUCTILITY RATIO µvs p DIAGRAM IP VS Ml PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR MAXIMUM ALLOWABLE DUCTILITY RATIO FOR REINFORCED CONCRETE SECTION WITH BEAM-COLUMN ACTION FIGURE 3C.3-2 JUNE 2001 REVISION 11
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PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AUXILIARY BUILDING SSE VERTICAL ACCELERATION RESPONSE SPECTRA EL 140'- O" FIGURE 30-1 JUNE 2001 REVISION 11
40 I
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v DIRECTION OF WAVE PROPAGATION (a) COMPRESSIONAL WAVE y
DIRECTION OF WAVE PROPAGATION (b) SHEAR WAVE z
(&:) SURFACE WAVE PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AMPLITUDES OF COMPRESSIONAL, SHEAR AND SURFACE WAVES FIGURE 3G-1 JUNE 2001 REVISION 11
~m AXIAL AXIAL FORCE STRAIN
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LONG ELEMENT PALO VERDE NUCLEAR GENERATING STATION UPDATED FSAR AXIAL FORCE AND STRAIN IN A STRAIGHT ELEMENT FIGURE 3G-2 JUNE 2001 REVISION 11
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EFFECT AT BEND (B) LONG SECTION (ll) a8 = 1.170 PSI 08 = 2,820 PSI FREE-FIELD STRESSES*
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ML17234A200: Difference between revisions

Latest revision as of 14:23, 18 March 2020

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