ML17354A205

Revision 19 to Updated Safety Analysis Report, Chapter 3, Figure 3.6-1 Through Figure 3.11-16, Part 5 of 5 (Redacted)

ML17354A205
Person / Time
Site:	Clinton
Issue date:	12/20/2017
From:	Jennivine Rankin Plant Licensing Branch III
To:	Exelon Generation Co
Rankin J, NRR/DORL/LPLIIII, 415-1530
References
Download: ML17354A205 (488)

Text

REV, 3 SEP T, 199 1 8

I I

• I*

IVX IIC A &. IVXIICB

• I I \

SWITCHGEAR HEAT REMOVAL SYSTEM BATTERY ROOMS EX t-JAU5T FANS .

IV)(14Y K_2904

\ -F F-4350 CFM _.

~ ~ I~

.. --. ~ --.. ____

M05;~ I ~-I. f-

, ________________________________________ ~. ~~~ U'~

~ ~

' M ~~~~ __ ~ )________ -Z~~<; \" ____ ~ __ ~

7 00I~CFM

~~~ - ~- ___ -_ _ ~-{__

'

• ________________________ ~

435 0 CFM

- IV; 19 I-- ~ ) ...-:-:-:::-=o--'/~

10? CFM IVX 6C f' -- - ~

~

"V ,/~ jNON - SAFETY l ELH ED

~_____ _ _____~ M_____~~__~__~___ __

ISEE

'O~O~C~F_

E NOTE 2 -E 1-IYlC45 Y

...I c..

~ ~

IV X"t

~I

~

.l\

IVX75 Y BOP BATTERY BOP BATTERY OIVISIOt-J 4 DIVISION I DIVISION I Ui--o::'l" iii!i.!ii~

,.,- ~1:~~~;E R4 BUS I B) BUS tAl BATTERY RM. I NV ER,ER CAB~E SPREAD o

O* CON T RO L B L~G . CON TR OL BLDG. co.n RO~ BLOG. CON TRO~ B~DC. . CON* . BLDG. I.:...-.a. AREA

-O *~~ '~ - ".

EL 781~O'" EL. 781:' 0" EL.1S1-0 E.L ."lS(-O EL .1 SI- ci' i--'l' ~ _~ CON,ROL BLDG.

Ii10, El.1Si'- O

}~

'------' IV: 1 3' I_/1't""--...;.;,-- . ...

.n-;::;;:;~", ' - - - - f ----'

~ L-...-.------..r--'

COOLING UN IT M05-1115-4 SEE~ COOLING UNI T SEE M05"1115-4 IV: 74' IV~ C.F" U .;,.;.

'-' _ . ~

.~

">: IV X5 5'

~

L::~~~G

'-~~-~~-

UNIT SEE If 1200 CFM

,,~

,t'- ",,:-- ZiOD CFt~

17";T z_~I ~

lirfi. 3 /

"t'- ,,1'0 1200 CFM t'- ,,['0 r

NON.SAFETY _ SAFETY C ( ffi~1~~ 2) RELATED C

Ivx') 3yl

~

~OOc < "

I r

\!VK05Y IVX b<* 960CF",_

/

I

- \V~ 90Y ~

~ J" IVXSI r"'"'

) )

" 4BOCFM

~

\ N UCLEAR SAFE TY REL AT ED -B B-

'i IV><t;: ITE MS AR E SHOWN O N THIS DRAW ING I FO. SAFE TY CLASSIFI CATION SEE "'ING 1V):Sb' f OUI'M EN T. VALVE, O. INSTITUM ENT LI STS.' I NOTES :

- - I. ~EOR~~~GD/~I~~I~~AG;:~~SF~THTE~~I;E" ~O~~C~!:r SY~:~ ~R~A~=

REFERENCt" ARE SHOWN IN THE FUNCTION SYMBOL .

2 NUCLEAR SA FETY- RELATED OUClWORK SYSTEM 15 SHONN ON THIS PHD.

- THIS CLA SSIACATION APPLIES TO DUCTWORK AND DUCTWORK ACC ESSORIES

( EXCEPT DAMPERS) FURNISHED FABRICATED AND INSTALLED UNDER SPECIFICATION K- 2910. FOO SAFETY CLASSIFICATI ON OF DUCTWORK

~~TFSE~E~~~~n:~N~inpMENT SEE EQUIPMENT LIST.

FOR SAFETY CLA SSi FiCATION OF PIPING ./VALVES SEE LIN E/VALVE LIST.

b~t!~P~FE'[TST~SSlFICATION OF DAMPERS, SEE APPROPRIATE

~ 3.THIS FLrHI OCCURS WHEN THEilE IS .\ FIRE OJ THE *cemw.. CAa..E SPREAD ,

-0_8J A.'lEA, CCNTROL aulLDtNG EL. 781'-0" AND CWoI~ IVX~~Y A.'<O IVX6IY ARE Cl.OSED. FLOW IS EXITm TO n£ l.fICONTRCU.EI) AIR SlOE, \NT 2-A-

. -_ _ ~~~~~~~~_ _~~A UPDATE~I~~~~~~st!l~PORI FIGURE 3.6 - '

DIVISIONAL SEPARATION AND HIGH-ENERGY P&ID ' S-ESSENTIAL SWITCHGEAR HEAT REMOVAL SHEET 101 OF 111 I I I I I~ '!T  ;

SEPT. 1990 8

REV. 2 IV)C..OI~ ,"XOZSG IV XO!CG IY1COSC.C.

~'NITc.~<5a ..." H .... "T fIi\!!.MOV~L IV)(04CG &"'T1'Ii~"'" 1lOO~

COH... G. ....""... II."T COIl.. G.*>.BINET 5 Wl10HGgAIt. Hu-r UMOVAL ~"HAUST ~~

K*Z902 K-29a2 FAN" )(-t~04 1(.- t<>04 5.000 C'

FZ/ZL IC iL (D) 750 C,.""

o o

. .""'_....~LEAK"GE CONTQOL ~U' LO\ N4 CONT"QOl. eLOG..

SWITCHGEAR ROOM IC I 11 50 BATTERY ROOM I C I CF M EL. 781"0' Z50C FM EL 781'-0' c c NOlES :

- - - ; ' TI-lE P" I D/G L I DIAGRAMS FOR THE eLI FUNCTION SYMBOLS ARE SHOWN ON CRAWING M()~15 -3 UNLESS OTl-ERWlSE NOTED. SHEET NUMBER 1. DIAGRAM 8 REFERENCE ARE SHOWN IN THE FUNCT10N SYM80L. B 2 NUCLEAR SAFETY-RaATED OUClWOff( SYSTEM IS SHO'oNN ON THIS P"ID .

. THI S CLASSIFICATION APPLIES 10 DUCTWORK At<) DUCTWORK ACCESSORIES (EX CEPT DAMPERS) FURNISHED, FABRICATED ANO INSTALLED UNDER SPEClFI CATlQN K- 2910* A:lR SAFETV CLASSIFICATION OF OUCT'M>R K,

-SUPFORTS SEE SUPPORT Il'lAW1NGS FOR SAFETY CLA SSIFlCATlON OF EQUIPMENT, SEE EOUIPMENT LIST .

FOR SAFETY CL ASSIFlCATlON OF PtPtNG {VALVES SEE LINE !VALVE LIST .

FOR SAFETY CLASSIFlCAnON (E DAMPERS SEE APPROPRIATE CAMPER LIST. '

NUCLEAR SAFETY RELATED ITEMS ARE SHOWN ON THIS DRAWING

( fOl SAFETY CU.~5IFICATION SII! "PlNG ,

IOUII'MINT, VALVE, 01 INSTIUMENT LISTS. I A A

~------------------------------~

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.6-1 DIVISIONAL SEPARATION AND HIGH-ENERGY P&ID'S-ESSENTIAL SWITCHGEAR HEAT REMOVAL SHEET 102 OF 111 8

REV. 2

...0 .L.lI:lH8

• SEPT. 1990 IVvQlS lVVOIC IVYQ1A A. , A.e IVVQ2C IVV02S lVV02 A ......... e IVV03C IVV03S lVV03Ap.., .o..e. IVYC4C lVV04S IVY04A IVY 05C IVV05S IV VOS" ....... ,A..'e ECCS ECCS - ECCS ECCS ECCS ECCS ECC S ECCS ECCS ECCS ECCS ECC S ECCS ECC S ECCS

... PC S PUMP R00M L PCS PUM. ROOM l PCS pu~p ReaM RHR PUMP RHRFUMF RHR PUMP ROOM A RHR. HEAT RHF. HEAT RHR HEAT EXCH.'" ROOM RCIC FoCle R CIC PUMP ROOM RHRHEAT RHR HEAT RI -R HEAT Exen.S ROOM COIL CA 91 NET $UFPLY FAN COOLING COIL ROOt.J:A ROOM A COOLING COIL EXCH.A "OOM EXCH.A ROC" .....' COOLING COI L PWPRQ0M PlJllif. R OOM COOL ING COIL EXCH.e F-.OOM EXCH.8 F-.OOw COOLING COIL K-2902 K-2904 K-2902 SUPPLY FAN COil CABINET K-2902 SUPFLVFAN CG IL CAo' NET K- 2902 SUPPLY FAN COIL CA SINET K-2902 Sl'FFLY r ... N COi l CAEINET < - :"02 K-2904 K- 2902 K-2904 <-2902 K- 2904 K-2S0 Z K-2904 K-2902 F F IVY02Y Q

q 12000 CFM E E L IVYOIA.... LIVYOI ...... e. L IVYQ2A,6.. L IVY02p-.5 o LPC S PUMP ROOM o RH R PUMP A ROOM IVY04Y MM c

Q -c

.. 3000 CFM B B L,VY03A"'" L'VY03,o...e L IVY04A LIVVOSA .... L IVYOS,lIo., e, RHR HEAT EXCHANGER A ROOM RCIC PUMP ROOM RHR HEAT EXCHANGER BROOM NOTES:

- -1.11-IE AIR fLOW FOR CABINETS ~E CAl.O.JLATEO ATA DENSITY OF .075 LBS/ FT!

2.MJCLEAR SAFETY-RELAlE) DUCTWORK SYSTEM IS SHOWN ON THIS P& lO.

NOTE TH IS CLASSIACATION AfT'LIES TO DUCTWORK AND OI..CTWORK ACCESSORIES (EXCEPT I)4M PERS) FURNI SHED. FABRICATED AND INSTALLED LNDER NUCLEAR SAFETY RelATED THE " I OIC &1 OIAGUMS fOJ: THE CI' SPECIFICAT ION K - 2910. FOR SAfETY CLASSIFICATI~ ()=' DUCTWORK ITEMS ARE SHOWN ON THIS DRAWING SUPPORTS, SEE SUPPORT DRAWI NGS. . fUNCTION S'fMIOlS Ale SHOWN ON OIAWING Ml0-'1UG.

UNLESS OTHElW1Sf NOTtD. SHEET HUMin & DiAOIAM I FOI SAfETY CLASSlflCATtON SEE "IPING, FOR SA FETY CLASSIACATION OF EQUIPMENT SEE EOUIPMENT LIST.

FOR SAFETY CLA SSI FCATION Of PIPING IVA.LVE3.. SEE LINE /VALVE LIST. IEfUENCE AU SHOWN IN THE fUNCTION SYMIOl EQUIPMENT, VALVE, 01 IHSTIUMEN.T LISTS. I FOR SAFETY Q...A SSI ACATION ! CF DAMPERs. SEE APPROPRIATE DAMPER LIST.

A FIGURE 3.6- 1 DIVISIONAL SEPARATION AND HIGH-ENERGY P&ID'S-ECCS EQUIPMENT ROOM COOLING

<SHEET 103 OF 111)

" 7

REV. 2 SEPT. 1990 B 5 IVV06S IVV06C IVVO GAA. , ..... e IVY07C :VV0 7S IVY07.A.A, Aeo IVY06CA, C B IV Y 08AA . A e ,AC ,AD IVV08SA.B _ IVY09S IVY09 A IVY09C ECCS E C C S E C C S E CCE! ECCS ECCS E C C S E C C S ECCS MS IV IN6Qt.RO ROOM MSIV INBOARD ROOM MSIV INBOA.RD ROOM RHR PUMP RHR PUMP HPCS PUM P ROOM HPCS P UM P ROOlVl HPC S PUMP ROOM COIL CABINET COOLING COIL SUPPLY FAN R~R P UMP R OOM B RHR PUMP ROOM B RHR: PUMP RHR PUMP ROOM C COIL CABINETS M B ROOM S ROOM C ROCM C K-2902 K-2902 , K-2904 SUPPLY tAN CO OLING COI LS CO IL CA BINET COO LING COI LS SUPPLY FANS A & B COO L ING COI L S A,B,C,O COIL CASINET K-2902 SUPPLY FA N K- 2902 K-2902 K- 2904 K-2902 K-2~02 IVYIOS IVY10A _ IVYIOC K-2902 K-2904 K-2904 ~IV OUTB~RO ROCfw! MSIV OUTBOARD 'ROOM MSI V OUTBOARD F

F COI L CAl! rN ET COOLING corL ROOM SU P P l.Y FAN K - 290 2 K-2.902 1<-2.904 E

@ 3A

- L 5

E IVyo"l S IVYO'3C L ,VY09A L 'VV06AA U-*lvyOs.a.e L,VV07Ap. L IVY07.... e FLR.EL.737 '-O* AUX . BLDG..

D RHR PUMP BROOM RHR PUMP CROOM MSIV INBOARD ROOM D IVY0 8'Y:

c c

~

~I

[LATER I~ . IVY IOC B

B M51 V OUTBOARD ROOM NOT'" 3 L ,VV08AA L- 'VV08A8 L'VV08AC NUCLEAR SAFETY RElATED NOTES: ITIMS All SHOWN ON THIS DRAWING I. THE AIRFLOW FOR CABINETS WERE CALCULATED AT A DENSITY OF .0751bc/FT.' ( fOi SA'ETV CLASSJFICATtON SfE ,..PlNG ,

2 .NUCLEAR SAFETY - RELATED DUCTWORK SYSTEM IS SH(JNN ON THIS PIoLD. EOU. .INT, VAlVE, 01 WSTIUMENT LISTS. 1 H PCS PUMP ROOM THIS CLA SS IFICATION APPLIES TO DUCTWORK AND DUCTWORK ACCESSORIES

{~~~:;rCA~~~R;l J~~N~EOsJ.~~CA~~~PJ~I~~ALa~O O~~~~K SUPI'ORTS. SEE SUPPORT '!lRAWINGS. NOTE :

FOR SAFETY CLASSIFICATION OF EOUIPMENT, SEE EQUIPMENT LIST.

FOR SAFETY CLA SSI FICATION OF Pi PING / VALVES, SEE UNE {VALVE LIST THE ' , 'IDl e , I DIAGrAMS FOI THE C' I FOR SAFETY CLA SSI FICATION CF DAMPERS, SEE APPROPRIATE FUNCTION SVMIOlS 4If SHOWN ON plAWING M10~II" DAMPER LIST.

UNLESS OTHUWISI . HOTED.. S"U HUMIII & CMAGIAM

~. t>KJ\IN ?IPI BY SPEc.. K- 2.S92. UfElEN(;E AU SHOWN .. THE FuNcTION SYMloc.

.. r-----~~~------------~----~~

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGU RE 3.6 - 1 DIVISIONAL SEPARATION AND HIGH-ENERGY P&ID' S-ECCS EQUIPMENT ROOM COOLING (SHEET 104 OF 111 )

e 7 * .. ..-r,. .......... _

REV. 2 SEPT. 1990 r

8 6 5 L,fO 1 l.33HS IVX06CA & IVX06CB IVX0 8AA & IVX08 AB SWITCHGEAR HEAT REMOVAL SWITCHGEAR HEAT RE MOVAL

_____~L=)_----~-----,

SLOPE ON . Y S" PER FOOT -'coNDE~SING UNITS IA & Ie, COOLING COILS JA & IB

~--------------------------------~~----------------~:JI8 R~GO ~2C~A~3~~--______~===============- K- 290 5B K- 2902 I Rt;, I ICMA 1<-2OO2 . \ .=-- K--2 9 02

]RG0 4 MA 02ME c------r--~~-.--~IR~G~O~,~~~~~L~------------------~----_r{) ~

---i iR G0 7~- 1

~

!lKJTE 2 I* ..,-_ _ _- ,

NOTE ~ [§~~S~M~A~------,

IR(; 14A.a... II 1 ~*X "/8* ~~~~.

~-"~~:-++-----cf=

I RGl3AA !Va NOTE. 5 NOT E. 5

TO ATM.

] RGOIMA

. RG0 3MA IRGOIB 3i'x 2.\i RED.

IRG30AA l ~e 1-'- 2%*xlr;RE O. \

II

~ NOTE I RGOl3MA

~

I 02AB

_ ____ I IVX08M

""---3o/~IX2Ys" RED.

~ . ______.J 3 5/ 6" X Z 1(8* RED.

NUCLEAR SAFETY RELATED ITEMS ARE SHOWN ON THIS DRAWING IRG09AA~ I fOl: SA FETY CLASSifiCATION SEE "Ut ING ,

D EQUIII'MENT. VALVE. 01 INSTRUMENT LISTS. I D

NOTE5:

'- 1/4 E.QUALl2E.R LINE.5 .

2.. SIDE IN LE.T t;\OT GA S By - P..... <:.S V E N T UR.I TY PE. DISTRIBUTO R. .

3. HoT GAS BY~P"'SS A"S, S E.MBLY 4 . . . I NDI CATEs FUR:NI5H E D WITH E.aU IPME NT .

S . VAL VES ARE NORM"LLY OPE N DURoI N~ ST.4.RT- UP AN D PRE.-OP . T EST ING ON L Y. NORM.e..LLY CLO SED CURING t.lORMAL OPE.RATION.

~LOPE ON. ys" PER F OOT

6. VALV E. 5 AR E. NORMA.LLY CLOSED DUR,ING START-U P AND PRE. -OP T E.sn N G ONLY. NO R MALLY OPE".' DURING NORMAL OPEIt"TION.

c c B B A

FIGURE 3 .6- 1 DIVISIONAL SEPARATION AND HIGH-ENERGY P&ID "S-REFRIGERATION PIPING SWITCHGEAR M AL 8

REV_ 2 SEPT. 199-0 L jQ Z U3HS IVX06CC NXOf);ti;C-

..swITCHGEAR HEAT REMOVAL SWITCAGEAR- TlEAT CONDENSING UNIT Ie - -:crx:x::JNG. "l:Oll:"

K-290SB _X=-290~

2Jo*X~"RED .

""'~ !iOT E. '"

IR GI4AC 1f~

o o 1<-2882 K-290'2.

IR<;O IAE. 5.ta)

-n; xV4 REO.-  !.----

IT K-lS82. IK~a90sB ~-2.905B I K-2.BBl. I%X~'RED)~I / /.

I~OIAO~

Y f/~D C

11 I ~G3TAl)fl~

IRG31AIlIl!!

NOTE 3 I - --

r- --- ---

'.","':0 IR ""(oO I c.j

va xY4 REO I I VALvE l SX02.5C (M05-1 052.

S~T. 3 C-2.

~_

I-fSITS 1 C

____ __ __ _L_J B 8 NOTEs..:.

1. ~ /I EQUALIZER LINES

2. SiDE INLET HOT GAS BY-PASS VENTURI T Y'P-E .DlSIRle.u:roR

3. \-lOT GAS .av~PASS ASS.ENBLY.

... .. INDICATES FURNISI-IED WITH EQUIPMENT NUCLEAR SAFETY RelATED 5, VALV£. 5 AR E. N05tM ,A.L L'f OPE N DUR;ING START -U P AND PR.E' - OP, TEST I NG ON LY, NORMALL" CLOS ED OUR-INC; ~OR:M"'L OPER/Io.T ION , ITEMS ARE SHOWN ON THIS DRAWING

( '01 SAnTY ClASSIFICATION SU "'ING.

" . VA LV e. ~ AR e. NORMALLY' CLOSED DUR-ING START- UP AND Pltt-OP TESTING EOUIPMENT. VALVE, 01 INSTILlMENT LISTS. I O"'Lv'. NOR:M.t.. Ll'f O PEN DURING NOt.MA L O PER.AT ION .

NOH THE " I DI C 'I DIAGU.MS fOi THE C, I fUNCTION SYMIOlS AlE SHOWN ON DUWING M10~

UNLESS OTHUWISE NOTED. SHEfT HUMin, DIAGRA M A _HU" ... " AI" SHOWN ... THE FUNCTION SYMIOl A CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.6-1 DIVIS IONAL SEPARATION AND HIGH- ENERGY P&ID ' S-REFRIGERATION PIPING SWITCHGEAR HEAT REMOVAL 8 ,- ,

I 110 I ililHS OHGOISB 2.HG02CA & 2HG02CB CGC5 H'IDROGEN RECOMBINER C GCS HYDROGEN K-2.8b2. COMPR ESS ORS L A & 2.B K-2. ,8b2.

OR'{WEL L ORYWELl BULKHE.A.O BULl(. ~EA.O

..J::L.&03'-5Y4' EL.00S'-5VA' I 7.L H~Olb r~

~~,I 'II, -----)

L_JlI

~ ~

I I r---eJ ..

LT--: I I LH\~ ' 2.H \ ~*P800 I i

paoo I,

I I

.-- ----- ~

l_ __ _l I

~-------------------DRYW~LL I

H'G~~"~ 1~=F~l~~-l I

~' i i !~~~ . , - - ISOLA.T ION SIGNAL L __ ______ J o L_ll. o ICROl20 ------II--II~

I I c c CONTAHJMENT CQNTAINlIENT

~ j

"::*:;\*11------~'--+-'

1---------- WEI lit WALL -----------1 B ~

1\.l13- FlSoo B

5UPPRE5£, I ON POOL V EN TS WEI R WALL ANNULUS N01E.5 : L WHEN UNI" 1. l 'io IN ST"LLED, " .... Lv ES IHG006 AND I IoIG001 SH"'LL &E LOCKED CLO!.ED, ... ND V"LV E S 2.HC'J.O O" .... WO 2J.1G001 S"' .... LL BE. LOCKED OPEN .

NOTE :

NUCLEAR SAFETY RElATED THE , .. I DIC .. I OIAGU.MS FOI THE C" I

' ITEMS All SHO_ ON THIS DIIAWING FUNCTION SYMIOl.S AU: . SHOWN ON DlAWING Ml0- 201;"3

(.01 SA'ITY ClA:tSlHCAltOH Sli PIPING , UNLESS OTHEIWISE NOTED. SHfET HUMin .. DIAGIAM eQUIPMENT, VALVE, oa IHSYIUMINT LISTS. J IIFEllNe E AlE SHOWN lH THE fUNCTION SYMIOL.

A

'---C~L:-:I::-:P'=--=-::-:---:CL:-:-:-I-NT-O-NN-PO:-WE=R-:S::TA:-:=:TI~O~

FINAL UPDATED SAFETY ANALYSIS REPORT FIGURE 3 .6- 1 DIVISIONAL SEPARATION AND HIGH-ENERGY P&ID ' S-COMBUSTIBLE GAS CONTROL SYSTEM (SHEET 107 OF 111) 3 ,_ 1

REVISION 7

-:10 " lUHS

• DECEMBER 1996 2WFI3A ?WF07A 2WFObP 2WF08D 2.VlFll.PA Bf HtAH.R VE.NT HEATER RE.CIRC. PUMP VAPOR BOD" "2 Fl DR. EVAP. BOTTOMS. PUMP GAS COOU:.R K-2.85'j K-2859 K*2.85'j K-Z8!l"9 NOTf..5; 1(-2&5')

I. SUPPLJE.O e,v K-28.5c:J ANO INSTALLED ey <-288-'2.

. 2WflOO", lI<t F ROW ZTE-WF07I-YOS-2086-2

~

FRO.. 2TE-WF054 -J405 -2OflG-3 211 FROM 2TE-WFOEiO->>05-2086*3

- wFOIO FJiON 2TE-Wf068 - ",:,5- 208&-3 OPLSIJC .

o o

"'-,ST'E,.

MIXING TANK 2WF"IOfOAl/4 2WFJ06B lIZ c c 1WF itS a 2Wf' 083

~2TF31;'

B 2WF81D 'Y2.

UPDAIEhI~~ms:W~RT FIGURE 3.6-1 DIVISIONAL SEPARATION AND HIGH-ENERGY P&IO"S-RAOWASTE FLOOR DRAIN PROCESS (SHEET 108 OF 111)

tWF09D ENTRAINMENT SEPARATOR.

'lWF05PA OJS.TlLLAH- RlJl1R 2WFI1T fGN-D£N--5-E-R -

2WFIOA C-0N&NSf:R

2. """ .:..-"

-C ON lJE:V5C-" VENT

,WF05PB Dl5TlllAftl'LJj1P "2.WFIiA SUB-COOLER REVISION 7-K-28S§- ._ .......- DECEMBER 1996 K-2859 DRAIN POT K-2B5~ GAS C;'C_ER K-285" K-2859 K-2859 K-2.55:'l Wf 4£, - WF046 AQPl51JC e OPL51JC 0(.'12 P 2WFI300 CoNCENTRI\TE WA'::'TE. TAWK

('Vol."'?" I r- I "'''-"",,,'~ 'Z.WF~15E I

(.we",sc. y ....- ...~I--r...

I 2.WF131 TO-2TR-WF004 l.WF.~7A.

1I M05:2~

V2 _,_,4, I E o " _ __

a ..,,~FA~~

H.p ....rfNT r:-I 2WF2.2.5 2WFI2.2.!'3/.

D TAN.\'C..

'-r.,:::W7.:F"'S"'6S"'S="'"

'!WF99CB ZWFI51B ZWFI52B

WF99CA 2.WFIS5 c c B B

'lWFO'-M&

'2.Wf.I~?B SE~ NOTe. 1

~ ~

2HS 2HS NOTE:

WF057 - - wF058 I. REFER TO NOTE 4 ON MOS- 2.Q3bSHT.1 OPL51JC OPLSIJC

2. REFER TONorE' ON M05 2066SHT.2

<<l lWFOSPe.

2.WF"!I-8Se.2.

N AUGMENTED "D" PIP'"('

IPIP! CLASS HR'"

!' ANO COMPoNtNTs ARE. COHTAINEO OPt THIS 0AAwtrtG. SEE "THE VAlVE, U~.

EQUIPMENT NiD SPECIALTY USTS fOR RAD. WASTE BLDG,

~ PROPER ClASSIFICATlOH. ALSO SEE

~J(*2882.PAR.201_7n.

EQUIP. DR. ... IN TANK MOS-IOS3 NOTE:

SliT.S B~~ lMl P & t Ofe & I DlAGIAMS fOa TMI C & I 2.WFIt.3"-

'UNCTION $YMIOLS All SHOWN ON DlAWING Mlo-QoB 2.TEIIAB UNLI'SS OTMIIWIH NOTlD: SHEET NUMUI & OIAGIAM tlFfIllNCl dE "SHOWN .. THE 'UNCTION SYMIOL.

UPDA&IDrtOmr.nWRiPORT FIGURE 3.6-1 DIVISIONAL SEPARATION AND HIGH-ENERGY P&ID'S-RADWASTE FLOOR DRAIN PROCESS (SHEET 109 OF 111)

• 7

8LO~-90~

I I'Ii<i CTkEQ.l Qc.1,.

CO"-JIQ,oL Qc:lD DQ..NE.

(_TYPtClo. ... 14S)

T£AlPORARY COIINECT/ON Far T,fST1Nt;

"""lOON caa caD l,.INE Sl*~ll,.

SA.*a.,r" IDENTIFICATION C~'brt:lc..e..TIQN Sl.C.T-m ct.-'2 a~i.\

$OfE..CuL.L eo eo cc

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I No .....'Sfl &

(I"lVSHING. IVO P£//4lAN£/'IT Cl)NN£CTI(N TO BE M'A.()£ ro 1MS WOk. .....£. CCA $A.-Qo.c;..& .. oq m Cl..-2 100 ct.-!

Cce

~uOO t.o\-lOGoa&

COPPE:.Q.

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Revision 9 January 2001 TYPICAL FORCE DEFLECTION CURVE FOR A 6-BAR, 24-ln.

PIPE RESTRAINT LOADED AT 0° , STRAIGHT LENGTH 27-ln.

1100r-------------------------------------------------,

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CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.6-2 TYPICAL RESTRAINT FORCE-DEFLECTION CURVE

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -'_ _ _ _ _ _ _ _ _ _ _ _ _ _ _-----.J

For(.e Force T Fss

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TIme 7ime PIPE THRUST RESULTING FROM A CIRCUMFERENTIAL BREAK CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.6-3 PIPE THRUST

CPS/USAR FIGURE 3.6-4 HAS BEEN DELETED CHAPTER 03 REV. 12, JAN 2007

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CPS/USAR FIGURE 3.6-6 HAS BEEN DELETED CHAPTER 03 REV. 12, JAN 2007

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CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.6-7 RESTRAINT PROPERTIES

r - - - - - - - - - - - - - - - - - - - - - - - - - - _________________________________________ _

cv==J Revision 9 January 2001 ASYMPTOTIC AREA AA BREAK AREA IA) CIRCUMFERENTIAL BREAK - FULL SEPARATION REGION 2 t

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REGION 2 I 1

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IC) LONGITUDINAL BREAK SAFETY ANALYSIS FIGURE 3.6-8

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 'L-_ _ _ _JET__ CHARACTERISTICS

CPS/USAR FIGURES 3.6-9 AND 3.6-10 HAVE BEEN DELETED CHAPTER 03 REV. 12, JAN 2007

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. CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.6-11 TYPICAL TENSION RESTRAINT

---?TlfF. rt~(N.? 4 F.?.)

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CRU7HAT?LE.. MATEJl..1A.l(TYP.)

WE.Lr?E.O TO THE.

SUPPORT ~Tl<UCTURE.

CLiNTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.6-12 TYPICAL CRUSHABLE MATERIAL RESTRAHlT

A TIE. !Zoo ~I-IOULO f!lE.

f'?~OVI t'E.1? A~ ~pAGc.

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CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.6-13 TYPICAL TWO-LEGGED RESTRAINT

CPS/USAR Figure 3.6-14 Deleted REV. 10,October 2001

1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .,.--------,

REVISION 10

OCTOBER 2001 I I 1

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I DESCR IPTI ON I I I I 1 MAIN STEAM TUNNEL I I 2 MAIN STEAM TUNNEL I 3 MAIN STEAM TUNNEL I 4 BASEMENT. GRADE FLOOR. I I MEZZANINE FLOOR I I 5 TURBINE FLOOR I I 6 ATMOSPHERE I I I I D == NODE I I

I o == FLOW PATH I

I I 1 I 1 I NOTE: I I I I SEE TABLE 3.6-8 FOR A DESCRIPTION I DF THE NODES AND TABLE 3.6-9 FOR I A DESCRIPTION OF THE VENT PATHS. I I I I I I I I I I I I I I I I I I

I CLINTON POWER STATION I UPDATED SAFETY ANALYSIS REPORT I FIGURE 3.6-15 I NODALIZATION SCHEMATIC FOR I SIMULTANEOUS MAIN STEAMLINE AND I FEEDWATER LINE BREAK IN I THE STEAM TUNNEL

r------------_ -------------- ------ --------

I REVISION 10 I OCTOBER 2001 I

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I CLINTON POWER STATION I UPDATED SAFETY ANALYSIS REPORT I

I FIGURE 3.6-16 I

PRESSURE VS. TIME -

L _____________________ _ LINE BREAK IN STEAM TUNNEL

)E(

CONTINUED ON FIGURE 83.6-3

'{ ...

~~-~ PIPE RESTRAINT CE~D PIPE BREAK CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FI GURES B3. 6-1 POSTULATED BREAKS AND RESTRAINT LOCATIOf\lS FEEDWATER SUBSYSTEM

. FW-Ol INSIDE CONTAINMENT

~L---------~'l\--------------------------------------~----------~.UL~--------~====~------------~=-~J

\

I (r 2. CONTI NUED ON FIGURE B3.6-3

'----"'-::--- 1F WO 2. GA 18 ct~~ PIPE RESTRAINT ct~0 PI PE BREAK

,1 CLINTOK POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3.6-2 POSTULATED BREAKS AND RESTRAINT LOCATIONS FEEDWATER SUBSYSTEM FW-02 INSID&, CONTAINMENT '-

N 7 7~ ~BRE""K EXCLUSION A.REA..

"<"0 f3\ G3' PIPE BREAK' CONTINUED FROM FIGURE v ~

83.6 -1 PIPE RE:.STRAINT CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3.6-3 POSTULATED BREAKS AND RESTRAINT LOCATIONS FEEDWATER SUBSYSTEM FW-03 OUTSIDE CONTAINMENT IrAi.

....... a*ceA

PI PE. RES1R .... I NT PIP!:: BREAK CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FI GURE B3. 6-4 POSTULATED BREAKS AND RESTRAINT LOCATION HPCS SUBSYSTEM HP-Ol INSIDE CONTAINMENT

~ PI PE RE.STRAJ NT 6 PI PE. BREAK CLI~TON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3. 6-5 POSTULATED BREAKS AND RESTRAINT LOCATIONS LPCS SUBSYSTEM LP-Ol INSIDE CONTAINMENT

CONTI N UED ON FIGU RE B3.6-12

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CLINTON POWER STATION UPDATE,D SAFETY ANALYSIS REPORT FIGURE B3. 6-6 POSTULATED BREAKS AND RESTRAINT LOCATIONS~MAIN STEAM SUBSYSTEM MS-Ol INSIDE CONTAINMENT

CONTINUED ON FIGURE B3.6-12

\

~~~ PIPE RE5TRA1f...1T

~S) PIPE BREAK CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3.6-7

________________~__~__

POSTULATED BREAKS AND RESTRAINT LOCATIONS MAIN STEAM SUBSYSTEM

~L- ~~I MS-02 ~

INSIDE CONTAINMENT~

MS-C56,>------,r CONTINUED ON FIGURE MS- R2'2 J - - -____ B3.6-12 8 PIPE RESTRA.INT E~-9 PIPE BREAK CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3.6-8 POSTULAT~D BREAKS AND RESTRAINT LOCATIONS MAIN STEAM SUBSYSTEM MS-03 INSIDE CONTAINMENT

CONTINUED ON FIGURE 63.6-12 c8 s -5) P1PE RESTRAlr.JT 8 P1PE BREAK CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 83.6-9 POSTULATED BREAKS AND RESTRAINT LOCATIONS MAIN STEAM SUBSYSTEM MS-04 INSIDE CONTAINMENT

CONTINUED ON FIGURE 83.6-11 ""-'--w. P. E. L .7S ~ - cd' 0..-----::..,.",...--- 1Me - 45

..........~---.;;..---<::i UA ~ D PIP E.

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.~S-S> ~\l..E.A..\-c' UPDATED SAFETY ANALYSIS REPORT FIGURE B3.6-10 POSTULATED BREAKS AND RESTRAINT LOCATIONS MAIN ~TEAM DRAIN SUBSYSTEM MS-05 INSIDE CONTAINMENT (SHEET 1 OF 2)

WP. EL"7 G.o '- ON_a,.jf""'

PI PE RE.STRAINT PI PE BREAK

,CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3. 6-10 POSTULATED BREAKS AND RESTRAINT LOCATIONS MAIN STEAM DRAIN SUBSYSTEM r~S-05 lNSIDE CONTAINrvlENT (SHEET 2 OF 2)

y y

y c.ONiA.\N MEN" ANCHOR CON TI NUED FROM FIGURE B3.6-10 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT

<S:s-~ RE STRAII\J, FI GURE B3. 6-11 POSTULATED BREAKS AND RESTRAINT

~ E> I2..E A. a.t... LOCATIONS. MAIN STEAM DRAIN SUBSYSTEM MS-06 OUTSIDE CONTAINMENT

• x o PI PE RESTRt>.II-JT

~ PIPE BREAK C'-INTO'N POWER STATION UPDATED SA FETY ANALYSIS REPORT FIGURE B3. 6-12 POSTULATED BREAKS AND RESTRAINT LOCATIO~Sl MAIN STEAM SUBSYSTEM MS-07 OUTSIDE ,CONTAINMENT

......... 2*CC 4

, REVISION 7 JUNE 1997 C ) PIPE WHIP ANCHOR .

NOTE:

EORTION OF SUB~SYSTEM 5j-tOWN ON i\::ltS5H£ET.

lS H rG \-\ E..N ERG V..

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FI GURE B3. 6-13

... POSTULATED BREAKS AND RESTRAINT

.. LOCATIONS MAIN STEAM DRAIN SUBSYSTEM

.MS-3~A OUTSIDE CONTAINMENT Q

It

I SHEET 1 OF 5

~~--~'~'---------------------------------------------------r-------------------------

A.C.L-SO

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=ENTlRE SUB-SYSTE.M \5 BRE.~K.._

EXCLU~10N_ARE..A EXCEPT FOR

-PORTiON OE_5UB-SY~STEhl\I~~T -

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CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT

~

FIGURE B3.6-13 ,; -

POSTULATED BREAKS AND RESTRAINT VI o LOCATIONS M,qIN STEAM DRAIN SUBSYSTEM 1 MS-38A OUTSIDE CONTAINMENT

~~~--------------------------------------------__~______________________-L______~__~__~~~~~____~~

A.C.l.-ao

NOTE::-

ENTIRE SUB-SYSTEM IS BREAK EXCLUSlON AREA EXCEPT FOR PORTION OF SUB SYSTEM, THAT IS NOT HIGH ENERGY.

CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT

• ~IGURE B3.6-13

~ POSTULATED BREAKS AND RESTRAINT

~ LOCATIONS MAIN STEAM DRAIN SUBSYSTEM '

MS-38A OUTSIDE CONTAINMENT

~~~~ ________________________________________________________ ~ __________________________ ~~ ______ ~ __ ~~~~(~SH~E~ET~3~O~F~5~ ____ ~~

A.r .-Bf!

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NOTE:

ENTIRE SUB-SYSTEM IS BREAK EXCLU SION AREA EXCEPT FOR PORTION OF SUB-SYSTEM THAT IS NOT HIGH ENERGY.

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3.6-13

.,; POSTULATED BREAKS AND RESTRAINT c" LOCATIONS MAIN STEAM DRAIN SUBSYSTEM 1

~~~ ______________________________________________________ ~~ __________________________ ~ ______ ______ MS-38A OUTSIDE CONTAINMENT

'~~ ----~S~HE~E~T~4~O~F~5~ __--__ ~

R.C.l. -80

NOTE:

Et-JTIRE SU8-SYSTEM IS BREA~ EXCLUSrON AREA EXCEPT FOR PORTION OF SUB SYSTEM THAT IS NOT HIGH ENERGY.

CLINTO N POWER STATION UFDATED SAFETY ANALYSIS REPORT POSTULATED FIGURE B3. 6-13 BREAKS AND RESTRAINT N

WI LOCATIONS MAIN STEAM DRAIN SUBSYSTEM t1S-3HA OUTSIDE CONTAINMENT Q

~~~______________________________________________________~________________________~____~I~'__~__~____~(S~HE~E~T~5~O~F~5~)~____~

A.C.l. -80

~~-~ PI PE REST~AI N"T

~~9 PIPE. BREAK CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3.6-14 POSTULATED BREAKS AND RESTRAINT LOCATIDNS RHR SUBSYSTEM RH-01 INSIDE CONTAINMENT

,- IRHo3DB/O --------. 5HltLO WALL PE"'ET(fATIOA/

B ~. 778 '.3 h,. II VESSEL

~~~ PIPE RE.STRAINT 0~0 PIPE BREAK

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CLiNTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3.6-15 POSTULATED BREAKS AND RESTRAINT LOCATIOl~S RHR SUBSYSTEM

~

~~~ ______________________________________ ~~ ________ ~ ______ ~-L RH-03 INSIDE CONTAINMENT

________________ ~ __ ~

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IRH04B 12" C~-~ PIPE RESTRAINT C§~) PIPE BREAK CLIN.TO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3.6-16 POSTULATED BREAKS AND RESTRAINT LOCATIONS RHR SUBSYSTEM RH-05 INSIDE CONTAINMENT

~------------------------------~ ~

AD C§H*0 PI PE, RESTRAIIJT

'c§H-0 PI PE BREAK SHIELD NaLL I

1 I

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPOftT FIGURE B3.6-17 POSTULATED BREAKS AND RESTRAINT LOCATIONS RHR SUBSYSTEM g

~L- ______________________________________ ~ ________ ~ ____ ~~~

RH-34'INSIDE CONTAINMENT

....- .a.CC4

/

REVISION 7 JUNE 1996

/'

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.-- ~EL. 790.H5'

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.. FIGURE B3. 6- 18

.0

,oJ POSTULATED BREAKS AND RESTRAINT II a LOCATIONS RHR SUBSYSTEM RH-07'OUTSIDE CONTAINMENT II

____~--~----------===-~I

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R.C.L.-oO

REVISION 7 JUNE 1996

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W. P. col.. 7(03.750 CLINTON POWER STATION UPDATED SAF'ETY ANALYSIS RE'ORT FIGURE B3.6-19 POSTULATED BREAKS AND RESTRAINT

__~____r -____~~~~______~ LOCATIQNS RHR SHBSYSTEM WI iL~--------

~

A.C.l. -80 RH-08 OUTSIDE CONTAINMENT

(~iY PIPE RESTRAIIJT .

(~0 PI PE BREAK CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3.6-20 POSTULATED .BREAKS AND RESTRAINT LOCATIONS RCIC SUBSYSTEM RI-Ol INSIDE CONTAINMENT

REVISION 11 JANUARY 2005 PLAN B 8P1PE RESTRAINT PLAN 'A c~-S>PI PE BREAK CLINTON .POWER STATION

_ UPDATED SAFETY. ANALYSIS REPORT I FIGURE B3.6-21 POSTULATED BREAKS AND RESTRAINT LOCATIONS RCIC SUBSYSTEM

________~__

1

~ . RI-02/RH-14 OUTSIDE CONTAINMENT

~R.r.~.I~-Rtn~--~~~----~------~------------------------------~-------------------~~~~ =-____~S~HE~ET~1~O~F~2~____~~j

REVISION 9 JANUARY 2001

.P. EL.7S1.8iDS'

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76%.02.1'

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'- ~ W,.P. 782..000' // ~

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CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3.6-21 POSLATED BREAKS AND RESTRAINT LOCATIONS RCIC SUBSYSTEM RI-02/RH-14 OUTSIDE CONTAINMENT (SHEET 2 OF 2)

REVISION 12 JANUARY 2007 8 PIPE RESTRAINT

~ PI PE BREAK CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3.6-22 POSTULATED BREAKS AND RESTRAINT LOCATIONS RCIC HEAD SPRAY SUBSYSTEM RI -11 INSIDE CONTAINMENT SHEET 1 OF 2

CONT SEE SHEET 1 1NB04A1 1N B01A4 4x 2 REDs----eorr

1. I "

1 N 801 92 _---oJ

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~1-:9 PIPE BREAK r CLINTON-UPDATED POWER SAFETY STATION ANALYSIS REPORT FIGURE B3.6-22

~

~ POSTULATED BREAKS AND RESTRAINT '

~ LOCATIONS RCIC HEAD SPRAY

~~~ ____________________________________________________________ ~ ______________________________________ ~ ____ __ RI-ll INSIDE CONTAINMENT SUBSYSTEM

~ ~S~H~EE~T_2~O~F~2~ ______ --~

R.C.l. -80

11,0 1!Jf-6.1..-

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I RTO I AA4 fRTOIAB4 y PIPE RE.STRAINT

@-9 PIPE BR[AK 112 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3.6-23 POSTULATED BREAKS AND RESTRAINT LOCATIONS RWCU SUBSYSTEM RT-Ol"INSIDE' CONTAINMENT

~ ____________________________________________________~____________~~~,,_________~~~______J(~SH~EEET~1~o~f16L)______--l

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SE.E SHT. 1 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3. 6-23 POSTULATED BREAKS AND RESTRAINT LOCATIONS RWCU SUBSYSTEM RT-O'*INSIDE CONTAINMENT SHEET 2 OF 6 HAL

(~:f:J3) PI PE RESTRAI iJT

<3~0 PI PE BREAI<

eLI N TON POWE R S TAT ION UPOATED SAFETY ANALYSIS REPORT FIGURE B3.6-23 POSTULATED BREAKS AND RESTRAINT LOCATIONS RWCU SUBSYSTEM RT-Ol INSIDE CONTAINMENT (SHEET 3 OF 6) sut.

......... 2_CC"

0~> PIPE RESTRAINT

<8~0 PI PE BREAK FOR CQI\JT. SEE: SHT. r; - -

CLINTON POWER STATION UPDATED SA F'ETY ANALYSIS REPORT FIGURE B3. 6-23 POSTULATED BREAKS AND RESTRAINT LOCAtIONS RWCU SUBSYTEM RT-Ol INSIDE CONTAINMENT SHEET 4 OF 6)

~~iY PIPE RESTRAINT Vfi9 PIPE BREI1I<.

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3.6-23 POSTULATED BREAKS AND RESTRAINT LOCATIONS RWCU SUBSYTEM

§ RT-Ol'INSIDE CONTAINMENT

~~-------------------------------------------------------r--------~--~"'~L--------~--~--------~S~HE~E~T~5~OF~6)L-______-J

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UPDATED SAFETY ANALYSIS REPORT FIGURE B3. 6-23 POSTULATED BREAKS AND RESTRAINT LOCATIONS RWCU SUBSYSTEM .

R-r-Ol RT-Ol INSIDE CONTAINMENT (SHEET 6 OF 6)

REGENERATIVE HEAT EXCHANGER 1G33B001A 1RT05FA6 I

/

4BLfND FLANGE Ib NON REGENERATIVE

~- HEAT EXCHANGER 1G33 B002A 1RT05EA4 1RT04AA4

~ PIPE RESTRAINT

~FOR CONT.

SEE 5HT. 2 ~T-9 PIPE BREAK CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FI GURE B3. 6-24 POSTULATED BREAKS AND RESTRAINT LOCATIONS RWCU SUBSYSTEM RT-02*INSIDE CONTAINMENT 1

(SHEET 1 OF 5)

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

A.C.L -80

• '\

,r--1RT05EA4 (FOR CONT.

SEESHl1 )

r-1RT05EB4 t (FOR CONT.

1RT04AA4 SEE SHT.3)

FOR CONT, SEE SHT.1 1RT04AB4 IRT05D4 1RT04B4 (FOR CONTI SEE* SHT.4)

FOR CON T. ----"-\

SE E SH T. 5 1RT05D4 CONT.

SHT.4 0:T-v PIPE RESTRAINT

( [ T 9 PIPE BREA K CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3. 6-24

~ '.. POSTULATED BREAKS AND RESTRAINT

~.. LOCATIONS RWCU SUBSYSTEM

~ RT-02'INSIDE CONTAINMENT

~ (SHEET 2 OF 5)

~~--------------------------------------~--------------~------------------------~--------~--------------~------~

R.C.l. -80

I ltf NON REGENERATIVE REGENERATIVE HEAT EXCHANGE R HEAT EXCHANGER I G33B002B .--

IG33B001B IPC-266 1RT05FB6 1RT04AB4 IPC-269 1RT05EB4 FOR CONT.

": V PIPE RESTRAINT SEE SHT.2

~T-9 PIPE BREAK CLINTON POWER STATION

..",_IJ!?A::'D SAFETY ANALYSIS REPORT 1.,;

~

FIGURE B3.6-24

~~~~~------------------------------------------------------~r---------------------------~--------~--~P~O~ST~U~LA~T~E~D~B~RE~A~KS~A~ND~RE~S~TR~A~IN:T ~

oj

'~L-~ LOC~IONS ~CUCONTAINMENT WI

~  :~

RT-02'INSIDE SUBSYSTEM SHEET 3 OF 5 __

C§:T-~ PIPE RESTRAINT

~T-9 PIPE BREAK CLINTO N POWER STATION

._____lI. P_Q.ATED SAFETY ANALYSIS REPORT

• FIGURE B3.6-24

~ POSTULATED BREAKS AND RESTRAINT

~ LOCATIONS RWCU SUBSYSTEM

~~~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _- p_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ ________

RT-02'INSIDE CONTAINMENT

~(S~H~E~ET~4~O~F~5~) _________11 A.C.l.-BO

@ ~ PIPE RESTRAINT

~T-0 PIPE BREAK FOR CaNT , --

SEE SHT.2~ -

CLltVTON POWER STATION UPDATED SAFETY ANALYSIS REPORT

~

.; FIGURE B3.6-24

~ POSTULATED BREAKS AND RESTRAINT

~ LOCATIQNS RWCU SUBSYSTEM

~~~------------------------------------------------------------1r------------------------~--~--------~____~R~T~-~02~IN~S~I~DE~CO~N~T~AI~N~ME~N~T__

A.C.l. -80

= __ _J

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(PC0270 IPC0267 1RT06FA 1RT06FB6 6x 4 RED.

6x4RED'ELL.

~T-V PIPE RESTRAINT 1RT06A6'--

( FOR CON T. ______.--.11

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,_UPDATED SAFETY ANALYSIS REPORT N " FIGURE B3,6-25

~ POSTULATED BREAKS AND RESTRAINT LOCATIONS RWCU SUBSYSTEM

-1____~R~T:-O:5~I~N;SI~DIEJC~ON~TCAI~N:ME:N~T 1

~~~----------------------------------

It A.C.l.-SO

______________________~~__________________L-__~~________

(SHEET 1 OF 3) ____~1

Revision 3 September 1991

---

1RT02D4

. FOR CON T.

/1 S =: ~ S H 'T, 3 1RT06A5 FOR CONI.

SEE SHT 1 1RT68B4\ \.

\

\

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I

[9 I

PiP~

i

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U.L.-Ll -'-~'-------~.:-.  ! -------

HEAT EXCHANGER 1G33B001A 1RT02EA4 IPC-267

~T-3> PIPE RESTRAINT 1RT02EB4 ~T :9 PIPE BREAK HEAT EXCHANGER lG33B0018 1RT02D4 (FOR CONT.

SE E SHT. 2)

CLINTON POWER STATION UPDATED SAFETY A"~LYSIS REPORT "

J FIGURE B3.6-25

POSTULATED BREAKS AND RESTRAINT

~ LOCATIONS RWCU SUBSYSTEM l RT-05 INSIDE CONTAINMENT

~~~------------------------------------------------------~r--------------------------------------JL----~~1~H~E~ETLl3~OLF13L-A.C.l.-ao

______ -l

l

<T-'~ PIPE RESTRAINT c§:T-9 PIPE BREAK CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT

• FIGURE B3.6-26

...~ POSTULATED BREAKS AND RESTRAINT

~ LOCATIONS RWCU SUBSYSTEM

~ RT-Ob OUTSIDE CONTAINMENT'

~~______________________________________~__________________~__________________________~________~____~__~(~SH~E~E~T~1~O~F~3~)__' ____~~

PLAN B C§:.T- V PIPE RESTRAI NT C§T-0 PIPE BREAK PLAN A CLINTON POWER STATION UPDATED SAFETY ANALYS.IS REPORT

• FIGURE B3.6-26

....; . POSTULATED BREAKS AND RESTRAINT S

I

~~~ ________________ ~ ____________________________________ ~ ________________________ ~ ______ ~~ __

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PLAN A PLAN B cET-~ PIPE RESTRAINT cET-S) PI PE BREAK CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT

~

.; FIGURE B3.6-26 1N.. POSTULATED BREAKS AND RESTRAINT

~~~

a

'.C.l.-SO

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oJ CLINTON" POWER STATION UPDATED SAFETY ANAl.'I'SIS REPORT FIGURE B3.6-27 POSTULATED BREAKS AND RESTRAINT

~

" LOCATIONS RWCU SUBSYSTEM RT-07 UUTSIDE CONTAINMENT Q

~oJ

~~I~~_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _~_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _~_ _ _ _ _ _ _ _~_ _ _ _ _ _~(~SH~E~ET~1~OF~4~) ______ ~

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I, CLINTON POWER STATION I, UPDATED SAFET:' ANALYSIS REPORT 01

• r FIGURE B3.6-27 POS1ULATED BREAKS AND RESTRAINT LOCATIONS RWCU SUBSYSTEM RT-oi OUTSIDE CINTAINMENT A.C.L.-ao

~~~ PIPe '(>l!S7',eAIAJ7

~r*V Pipe BReAK CLiNTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3.6-27 POSTULATED BREAKS AND RESTRAINT LOCATIONS RWCU SUBSYSTEM RT-07-0UTSIDE CONTAINMENT

};

(SHEET 4 OF 4)

~~~----------------------------------------------~~----------------------------------------------------~

R.C.l.-OO

REV. 5

~T-0 PIPe a~cAK.

. -j"

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• POSTULATED BREAKS AND RESTRAINT

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R.C.l.-SO

ET 3> PIPE RESTRAINT e-3) PIPE BREAK CLINT 0 N POWER STATIO N UPDATED SAFETY ANALYSIS REPORT FIGURE B3.6-29 POSTULATED BREAKS AND RESTRAINT Q LOCATIONS RWCU DRAIN SUBSYSTEM 1

or RR-32 INSIDE CONTAINMENT

~~~--------------------------------------~------------------~------~--------------~=-~~

R.C.l.-ao

e:> PIPE REStRAINT

~T- 3> PIPE BREAK CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3.6-30 POSTULATED BREAKS AND RESTRAINT .

~

N

~ . LOCATIONS RWCU DRAIN SUBSYSTEM I . RR-33 INSIDE CONTAINMENT

. ~.-.~-&----~.----~--------------------~------------------~

or *

~~(~~------------------------------------------------------------~--------------

R.C.L. -80

2 3 4 6 7 B 9 10 II' RSTRNTS CEIElAlf1§El£mlc 761 £ 93 E>

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SUBSCRIPT ~LL' INDICATES LONGITUDINAL BREAK R303B E

F R30ZB (LOOP's' ONLY)

H lOOP'S' LOOP '... SAME neE" .os _lEO K

L CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3.6-31 POSTULATED BREAKS AND RESTRAINT LOCATIONS REACTOR RECIRCULATION M

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([S-"V PIPE RESTRAINT

([5-:9 PIPE BREAK PLAN 118 11 CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT

~ FIGURE B3.6-32

~ POSTULATED BREAKS AND RESTRAINT

~ LOCATIONS.MSIV-LEAKAGE CONTROL

SUBSYSTEM IS-03 OUTSIDE

~~~------------------------------------------------------~--------------~~~~~~--------.L-R.C.l.-80 ~~ ~C~O~NT~A~IN~ME~N~T______~~J

1SC02DA3

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z CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3.6-33 POSTULATED BREAKS AND RESTRAINT

..o LOCATIONS,SLCS SUBSYSTEM SC-07 SC-07 INSIDE CONTAINMENT

~L-------~---------- ~ ~ ~ ~~ ~~~~ SHEET 1 OF 3 ~J A.C.L. -80

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<fC-9 PIPE BREAK PLAN A PLAN B CLINTO N POWER STATION UPDATED *SAFETY ANALYSIS REPORT FI GURE B3. 6-33 POSTULATED BREALS AND RESTRAINT LOCATIONS ~LCS SUBSYSTEM SC-07 '"

1 SC-07 INSIDE CONTAINMENT

~~~------------------------------------------------------~~------------~-------------------=~------~~~~~~----~~,

A.C.L.-80

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SEE SHT, 2 REACTOR PRESSURE VESSEL FOR CONT.

SEE PLANIIP;'

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PLAN B

~C-V PI PE RESTRAINT PLAN A CiC-9 PIPE BREAK CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3. 6-33 POSTULATED BREAKS AND RESTRAINT Q LOCATION~ SLCS SUBSYSTEM SC-07

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~~~--------------------------------------------------------~--------------~~------------------~-.~----~~~~~~------~

I A.C.l.-SO

cEB-~ PIPE RESTRAINT cEB~9 PIPE BREAK CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT

~ FIGURE B3.6-34

~ POSTULATED BREAKS AND RESTRAINT g LOCATIONS NUCLEAR BOILER SUBSYSTEM 1 NB-Ol' INSIDE CONTAINMENT

~~~:;~----------------------------------------~------~________________________~______~L-______~(~SH:E:ET~1~O~F~2)~____~

........... 2-CC4

1 Es-v PIP£ RE5TI<AIJ.lT Ci!..S-9P/PE.BREAK CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT

~ FIGURE B3.6~34

~ POSTULATED BREAKS AND RESTRAINT g '1 LOCATIONS t\UCLEAR BOILER SUBSYSTEM

~ NB-Ol INSIDE CONTAINMENT

~~~~------------------------------------__________________~____________~____________- J________~__________~S~H~EE~T~2~OF~*!2)L_______J

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UNIT 2 HAS BEEN CANCELLED'-I PLAN EL. 737'-0"

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CLINTON POWER STATION U*PDATED SAFE'rY ANALYSIS REPORT FIGURE 03.6-74 A A CONTROL BUILDING PIPING NOTE: UNIT 2 HAS BEEN CANCELLED.i PLAN EL. 7511-0 11

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FIGURE 03.6-75 A

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CLINT 0 N POWER STATIO N UPDATED SAFETY ANALYSIS REPORT FIGURE 03.6-77 NOTE: UNIT 2 HAS BEEN CANCELLED. CONTROL BUILDING PIPING PLAN EL. 737 1 -0"

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CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 03.6-83 CONTROL BUILDING PIPING PLAN EL. 781 1 -0"

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FIGURE 03.6-84 CONTROL BUILDING PIPING PLAN EL. 7811-0" I 7 I I II I Il'rl'rl'I'I'I'!'rrrl'rl'rl

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REVISION 8 AUGUST 1999 t 1068 1'2.

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8 Revision 7 June 1997 Note: 00 not use this figure for pipe whip restraint information. Please refer to USAR Attachment 83.6 for accurate informatiOn on this subject.

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CLIN TON POWER STAT ION UPDAT ED SAFET Y ANALY SIS REPOR T FIGURE 03.6-90 .

CONUINMENT PIPING PLAN.

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Revision 7 June 1997 Note: Do not use this figure for pipe whip restraint information. Please refer to USAR Attachment 83.6 for accurate information on this subject.

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CLINTON POWER STATION

'UPDATED SAFETY ANALYSIS REPORT FIGURE 03.6-95 ORYWELL PIPING PLAN FLOOR EL. 712'-0"

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A FIGURE D3.6-96 CONTAINMENT PIPING PLAN FLOOR EL. 712 I -0"

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_ _..f1 FIGURE 03.6-103 ORYWELL PIPING PLAN FLOOR EL. 737 -0" 1

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8 3

Revision 7 June 1997 fL. "1S"*~*

Note: Do not use this figure for pipe whip restraint information. Please refer to USAR Attachment B3.6 for accurate information on this subject.

o o

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'8 CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT

~--~~------~~~~~~~~~~~--~&

FIGURE 03.6-105 ORYWELL PIPING PLAN FLOOR

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" FIGURE 03.6-106 CONTAINMENT PIPING PLAN NOTE: UNIT 2 HAS BEEN CANCELLED.: FLOOR EL. 755 1 -0"

• 8

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• 6 4 Revision 7 i

.Jun 1997 IFW02He.IZ EL.i/Ge.l...e:7. ..

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Note: 00 not use this figure for pipe whip restraint information. Please refer to USAR Attachment 83.6 for accurate B

information on this subject. B CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT A

FIGURE 03.6-107 ORYWELL PIPING PLAN FLOOR EL. 755 -0" 1

2' 1

---

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FIGURE 03.6-108 "

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8 _ 7 liZ Revision 7 June 1997

---

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8 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 03.6-109 A

ORYWELL PIPING PLAN FLOOR EL. 755 1 -0 11 8 a

8 8 6

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• ,. 1

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z. 27~lo.o2~~-'~l FIGURE 03.6-112 NOTE: UNIT 2 HAS BEEN CANCELLED. CONTAINMENT PIPING PLAN I

I FLOOR EL. 7641-0"

• II 3 t- 1

........ 8 8 Revision 7 June 1997 Note: Do not use this figure for pipe whip restraint information. Please refer to USAR Attachment 83.6 for accurate information on this subject.

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CLINTO N POWER STATION UPDATED .SAFETY ANALYSIS REPORT FIGURE 03.6-113 ORYWELL PIPING PLAN FLoOR EL. 764'-0" 8 7~'O*

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B CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 03.6-114 A

i- NOTE: UNIT 2 HAS BEEN CANCELLED. CONTAINMENT PIPING PLAN I

FLOOR EL. 764'-0" I

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• 4 . I

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.+

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B 8 CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 03.6-115 "

i ORYWELL PIPING PLAN FLOOR EL. 764 1 -0" f .

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CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT

~ ..

FIGURE D3.6-116 A

CONTAINMENT PIPING PLAN FLOOR El. 764 -0" 1

i 8

Revision 7 "June 1997

~~------t------------------- -~~~~~

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B CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT

.. FIGURE 03.6-117 DRYWELL PIPING PLAN FLOOR EL. 764'-0"

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UPDATED SAFETY ANALYSIS REPORT FIGURE 03.6-118 NOTE: UNIT 2 HAS BEEN CANCELLED. \ CONTAINMENT PIPING PLAN FLOOR EL. 764 -0" 1 8

IF"""""'!:""" 'l. 1

8

• I, Revision 7 June 1997 Note: 00 not use this figure for pipe whip restraint information. Please refer to'USAR AttachmentB3.6 for accurate information on this subject.

o o EL.

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+.-----@CLINTONPOWERSTATION I r-_U_P_D_A_T,.;;E..;;D_S;..,A...F_E.,T_y_A..N_A""'L;."y....S;,.;,I,;.S..,;R.;,;E;;.;,P..,;O;.;,R;.;,T_.....4/

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FIGURE '03.6-119 ORYWELL PIPING PLAN FLOOR EL. 764 1 -0"

o IRHSICA 10 EL. 792.'- 9" c

B B CLINTON POWER STATION T~9 UPDATED SAFETY ANALYSIS REPORT C"'i'1::ib3t!~:O'3A:;

FIGURE D3.6-120 CONTAINMENT PIPING PLAN NOTE: UNIT 2 HAS BEEN CAII~ELL~D.l FLOOR EL. 778 1 -0"

II> .....

• 6 Revision 7 June 1997 2

Note: 00 not use this figure for pipe whip restraint information. Please refer to USAR Attachment 83.6 for accurate information on this subject.

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B B

~~------------- -------------~~--~--+-- -----------------~~-------+---~--;_---r_------------------------~----~

IH605e.~&

.. eL.. 79'2.'*0' CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT A

FIGURE 03.6-121 A ORYWELL PIPING PLAN FLOOR EL. 778 1 -0"

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CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 0306-122 CONTAINMENT PIPING PLAN, NOTE: UNIT 2 HAS BEEN CANCELLED. FLOOR EL 778 -0" .' 1

/

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8 Revision 7 IHA::>ZE I June 1997

4. EL . ., eZ!-9" o

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• 8 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 03.6-123 II II ORYWELL PIPING PLAN FLOOR EL. 778'-0"

• 1"'1'1'1'1'1'1'1'1'1'1'1'11'1'1 1o 1"* 2" 1

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CLINTON POWER STATION H~ UPQATED SAFETY ANALYSIS REPORT A *71:~:=*

FIGURE 03.6-124

....... ~%.---.

CONTAINMENT PIPING PLAN NOTE: UNIT 2 HAS BEEN CANCELLED. FLOOR EL. 778 1 -0"

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8

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B B CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 03.6-125 ORYWELL PIPING PLAN FLOOR EL. 778'-Oil

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" I FIGURE 03.6-126 CONTAINMENT PIPING PLAN NOTE: UNIT 2 HAS BEEN CANCELLED. FLOOR EL. 778' -a"

8 1

• Revision 7 June 1997 Note: Do not use this figure for pipe whip restraint information. Please refer to USAR Attachment 63.6 for accurate information on this subject.

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~H~P~O~2.'~I'~* -~~--.-~---- i UPDATED SAFETY ANALYSIS REPORT FIGURE 03.6-127 ORYWELL PIPING PLAN FLOOR EL. 778'-0" 8

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.'CL'INTON POWER STATION UPDATED SAFETY ANALYSIS REPORT A

FIGURE 03.6-128 i

i' NOTE: UNIT 2 HAS BEEN CANCELLED. I CONTAINMENT PIPING PLAN

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.. FIGURE 03.6-129 CONTAINMENT PIPING PLAN NOTE: UNIT 2 HAS BEEN CANCELLED. FLOOR EL. 803* -3" i

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CLINTON POWER STATION

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"/

FIGURE 03.6-130 A

I CONTAINMENT PIPING PLAN NOTE: UNIT 2 HAS BEEN CANCELLED. i FLOOR EL. 803 1 -3"

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B CLINTO N POWER STATION UPDATED SAFETY ANA*L YSIS REPORT FIGURE 03.6-131 CONTAINMENT PIPING PLAN NOTE: UNIT 2 HAS BEEN CANCELLED. i FLOOR EL. 803'-3"

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( 2'1'l~$>>D?A)J FIGURE 03.6-132 A

CONTAINMENT PIPING PLAN NOTE: UNIT 2 HAS BEEN CANCELLED. j FLOOR EL. 803 1 13 11

8

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c

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B CLINT 0 N POWER STATIO N UPDATED SAFETY ANALYSIS REPO"T

" FIGURE 03.6-133 CONTAINMENT PIPING PLAN NOTE: UNIT 2 HAS BEEN CANCELLED. 1 FLOOR EL. 803'-3" I

• I~. ;

REV. 3 SEPT, 1991

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---

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FLOOD PROTECTION ARRANGEMENt OF CIRC. WATER SCREEN HOUSE II I

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fER I BO.- SEC.

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rERI80. SEC~

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fERrao. SEC.

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PERI60. SEC.

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.08

• 06 .06

.05 I I I I I I r I I I r r r I r r I r r I I I I .05

.02 ...ll4 .os .06 ** .1 .15 .2 .3 .4 .5 .6 .8 LO 15 2.0 Period, Sec.

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-12 COMPARISON BETWEEN FREE FIELD FOUNDATION AND SURFACE SPECTRA FOR OBE HORIZONTAL 1% DAMPING

frequency. CPS 50 33 20 10 50 3.3 2.0 10 .5 20.0 I I --. ': 20.0

~

15.0 15.0 t-- --

t--

t-- -

t-- -

10.0 t-- 10.0 t--

8.0 t--

8. o

.t--

6.0 6. o t--

5.0 5. o t--

.(.0 4- o t:

t--

3.o t--

3.0 2.0

- 2.0 t--

15 t--

LO 10 t--

l-

.8

~ t--

C l-I CO .6 S( ,K 'AT l:

.2 r ;Vt C=,\

~ .5 .--.l - - ..

r- It ,

.!! * ~if,f ll) f: GNf"> 1\ rI ~N .. loG --...

'" ~

i

~

f...-----'  ? -

~'

.4

~

/'

~ -'" K I

.3 - -- /\, .3

/' ,II,

"'"N~'.---"

/ \

/ \

I

/

~/I \

/

\

/

/

- .2 V

/

.2

~ :--.. \ .,.

I r , -/ ", I V

.15 IS l- ~.

l::-

I-

.10 .10 t--

.08 .01

.06 .06 I I I I I I I I I I  ! I I I I I

.05 I I I I I t I I I f I I I t I I I I I f I I I I

.05

.02 .03 .n4 .05 .06 .08 .1 .15 .2 .3 .4 .5 .6 .8 LO 2.0 P,rlod, Sec.

CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-13 COMPARISON BETWEEN FREE FIELD FOUNDATION AND SURFACE SPECTRA FOR OBE HORIZONTAL 2% DAMPING

Frequency, CPS 50 33 20 10 5.0 3.3 2.0 10 .5 20.0 f- I I I I _20. o I- -

I- -

\

15.0 15.0 l- I -

I I

I I

I I

i I

10.0 10.0 8.0 8. o

.r-6.0 6.0 5.0 5.0

~

4.

3.0 r- 3. o f-r f-I-

2.0 2.o

~

I- I 15 - t5

/ -

10 r-t

.8 i-

.6 f- F~ e: F I~ dl FO uNl N sF lC I- [1 5

c- _.

Ir._

~

4 5U FA-c.t . I-- -

~I't ,...~

V*~ 1', r

~ r('

y-

.',- .3 3

- V ...~.

K --

V " ... ,

2 I-

'/

/ " V ,

"- i"'-- ,'\

' - .2

/

V

~ ",

I

~'

.15

-- / ' 15

~

I-t::.- ~.

.10 10

.08 08

.06 .06

.05 I I I I I ( I I I I I 1 I I 1(11 I I II .1 I 1 I I I I I I I t I .05

.02 .1M .05 .06 .08 .1 .15 .2 .3 .4 .5 .6 .8 LO L5 2.0 Period, Sec.

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FI GURE 3. 7-14 COMPARISON BETWEEN FREE FIELD FOUNDATION AND SURFACE SPECTRA FOR OBE HORIZONTAL 3% DAMPING

Frequency. CPS r=----+---J--J--+-----i-+-+--J---+--J---+--f--t---t------1r-t-t-r----t---j 15.!)

~--+--~-~-+-~+-+-+-----_+--~----_+--+_-+-_+-~+-+-~---_r-~~O

~---~--~-~-+-----i-+-+--~---+---~----+---f---t---+-----1r-r-t--r------r---j~O

~----+-----I~_____i~~----I--~+-~---~--\---~--~-~-+--1--t--Hf-----t----i3.0

~----~--~--_+--+-~_+-+~----_____i----~----_+---+_--~-+~~~-+------+_--~lS

~----+_--~--+_-+~-----i~-+----_+----~----+_--~--+_-+~-1-+~-----+--~l r------r---~-~-+-~+-+-+_---_+--+_-----+---4---4--4-+_1-1-+-----~----1W

.~~~-----~---r--~--~~_+_+_+------+_--_+-----+_---+---+--4--+~~_+----+_--~.~

~

.~r------r----~-~_+~r-+-+_+_--_+----+_----_+----+---+--4--+-1-1_+_----~--~.~

f- I I I I I I I I I I I .05

.05 I I I I I I I I I I I I I I I I" I , I I I I , I I I I I I I

.Ill ..lB JM .05 .06 .~.1 .15.Z .3 .4 .5.6 .8 LO 1.5 2.0 P,rlod. Sec.

CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-15 COMPARISON BETWEEN FREE FIELD FOUNDATION AND SURFACE SPECTRA FOR OBE HORIZONTAL 4% DAMPING

Frequency. CPS 50 33 20 10 5.0 3.3 2.0 10 .5 20.0 I I. I I I I

'=- ZQ a

~

15.0 f- - 15.

ro 10.0 f-lO. Q I-8.0 f-I-

6.0 6.0 f- .-

S.O 5.0 I-

4. o l-f-

3. o I-3.0

~

f-I-

~

2.0 2. o

~

~

f-L5 15 f-f- -

1a I

LO f-

.8 l-I-

.6

.5 I- ~~t  ; IH i)

I- F( UN !)A j",...l c, \J .C..- ,

.4 t:

I- "\)V ,

-- - \~ , '

.3 /' f'.. \ I \

t>

r Act c_ V ", '{

Sui< (, I' .~

V l- '~

l-i-

- ~ f":'.;

.2 z

.15 VI \'G ~ ~, - 15

/

'. , ~\

/

"~~,

.10 10 V r-..:..:..

.08 ~

"..... "'.... 08 f-l-

.06 06

.os i- I I I I I I I I l  ! 1 I I  !  ! ,I  ! 1 I ! ! 1 ,, I , , I I I , ,

I l 1 1 1 ,

05

.02 .03 .04 .OS .06 .08 .1 .15 .2 ,3 .4 .5 .6 .8 LO L5 2.0 Period, Sec.

CLINTO N POWER STATION UPDATED SAfETY ANALYSIS REPORT FIGURE 3.7-16 COMPARISON BETWEEN FREE FIELD FOUNDATION AND SURFACE SPECTRA FOR aBE VERTICAL 1% DAMPING

Frequency, CPS 50 33 20 10 50 3.3 2.0 LO .5 20.0

= 20.0 I I I I I f- -

r -

- 15. a 15.0 l-f-

r -

f- -

10.0 f-

10. 0 r

8.0 f-ao

.r 6.0 6.0 f-

5. 0 5.0 I-4.0 (0

~

f- I

3. at- 1 3.0 I-l-l-  !

i I- j

2. 0 2.0 t=

f:

I 15 I - t) l- i I- I t- /  !

t0 t 8  ?

~ 8 ~

c c

~

6

~

c*

.2 6 j

.5 5 '!

oS!

.i .4

.i

.1 3

.2

- .Z

- 15 10

~~I-----~----~--+-~--~+-+-+-----~----~----~---i---t--t--r-t-t-r-----'--~

~~I-----~---}--+--}-+-+~4-----~---r-----r---r--t--r-t-tIlt-----r-~

051-, I '-1 I I I I 1 I I -' -' f I 1 -.l I I I f I f I I f I , I I I -'- I 1-'-

.OZ .lD .115 .~ .08 .1 .15 .2 .3 .4 .5 .6 .8 LO Period, Sec.

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-17 COMPARISON BETWEEN FREE FIELD FOUNDATION AND SURFACE SPECTRA FOR aBE VERTICAL 2% DAMPING

Frequency. CPS 50 33 20 10 50 3.3 2.0 La .5

20. o 20.0 I I I -1

[ 1 15.0 15.0 r I I -

l- I I I  !

10.0 l- I 10.0 r

8.0 I-ao r

6.0 6. o

5. 0 5. o I-

4. o l-I-

3.0 3.

l-r l-r I 2.0 I 2. o

~

1.5 f: 1. 5 r

r f:-

/

I I-LO L

.8

~

c c' .6

~ f:RH ~ 'E:.t.l~ -

i .5

~

F () lJl' UA r I (. \-.\ f> I . 1 -

~ .4 "

I

.3 "" V------ I

/

/

I ':5(:

\'

\

.3 I- '-

c,r LC

\'

<\. '

VV I'

t~ ..

SUR FAU

- .2

\

t- I

~',

.2 .Y -

~

/"

V ~

~' .

I"- ,- -,

• 15 15 V

l- V /

f"-

I l"-- ~

./ \

.10 f--

./

"'- l'.'\- ,

10 tz. V ---......'

.08 0&

.06 06 I- ..l 1 I I I I II I  ! 1 I  !  ! I I I 1 I , I I  !  ! I I I I I

.05 05

.OZ ,J)( .05 .06 .08 .1 .15 .2 .3 .4 .5 .6 .8 LO L5 2.0 Period. Stc.

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-18 COMPARISON BETWEEN FREE FIELD FOUNDATION AND SURFACE SPECTRA FOR aBE VERTICAL 3% DAMPING

Frequency, CPS 50 33 20 10 50 3.3 2.0 10 20.0

~

• I I I I I '- 20. o 15.0 15.0 f-f-

r- -

1(1.0 10.0 8.0 &. o 6.0 6. o

5. 0 5. o

4. o 3.0 3.o f-r-

2.0 2. o

~.

f-15 1 I-I- \

r f-LO 1

.8

.6

.S

.4  !=' ~6E ~, ~LD FOI t-J DA T I L- t-I c.P c..

f-

"- -' , -'-' 3

.3

~K '-,

f-- /

',-, \

f-

/

f- ':lvJ;l f AC.\: SP ,/' --

<:.--.. /' /

.2 .2 f:f- V /'

~

"~

f- /

/

.15 V

V "~' '- --

/

I- -

/

I"'- ,,

./ - - 1- ,,--.

~

.10 .f" 10

~\ .

• 08 08

.06

~

06 I I I , I I f , I f I I f f ,4

.OS I I I I I I I I If I f I "1 I I I I OS

.02 ~ .OS .06 .08 .1 .15 .2 .3 .4 oS .6 .8 10 1.5 2.0 Plfleld. SIC.

CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-19 COMPARISON BETWEEN FREE FIELD FOUNDATION AND SURFACE SPECTRA FOR OBE VERTICAL 4% DAMPING

Frequency, CPS 20.0 50

~

33 20 10 5.0 3.3 2.0

-, 10 ,5 20.0

~ -

15.0 15.0 t-t-

10.0 10.0 8.0 8. o 6.0 6. o 5.0 5. o t-(0 4. o 3.0

- J. o r

t-t-

2.0 2.0 r:t- \

15 r- LJ RF A t:. '-.p c:....""""""" l5 f- F~e } let})

t- F I ' .1, i, t l

- \!:1 LO t- SPl c... 1',

, /' A 1'--,

La t-

" / -" """',

~

.8 I- [~

V

,/ ,-

"- \r-...,

t- ,/

c

> - /\

'" .6 l- I

/ \ f

,~

c'

'~"

.2 II/V \ I

'E .5

~ ,

..!e I

~ .'

~ / I,

\

N-

< .4

/

- { \

/-

\

'v

- -V

.3 .3

.2 f- - .2 l-

.15 IS f-l- .

l-f-

.10 .10 l-

.08 .08 I-l-

.06 .06

.05 I- I I I I ," I I I I I , , I I I I I I I I I , ," I , I f I I I f I I If .05

.OZ .03 .08 .1 .15 .2 .3 .4 .5 .6 .8 LO 15 2.0 Period, SIC.

CLINTON POWER STATION UPDATED SAF'ETY ANALYSIS REPORT FIGURE 3.7-20 COMPARISON BETWEEN FREE FIELD FOUNDATION AND SURFACE SPECTRA FOR SSE HORIZONTAL 1% DAMPING

Frequency, CPS 50 33 20 10 5.0 3.3 2.0 LO .5 20.0

'=- 20.o I I I I I I I

~

r- I r- i -

15.0 _ 15.0 iI I

10.0 10.0 i

8. o I

8.0 6.0 6.

S.O 5.

(0 4. o I

3. o 10 2.0 r-I 2. o f:f--

i-L5 L5

~ FRtf r'EL!)

f-- FOUl'll) ~TID" - , 5 uR.. f /. ( l <,!:{\

i-LO "DICe L

~

c

.8

~/,

V'-,

./ /

""'" ~

~

i

"" /

/

.6 t

c*

.2 /

./

V "\ ,

/

I "'- ~

1"'-' !"-.,\_.,

.5 \

V

.!I!

t! \ I

/

< .4

~ I'...-' , "

I

~ "

/

.3 L -- ,

, J I

I

-/- "

~

~

.2 '- I .Z I

.15 f: I 15 l-i-

i-i-

.10 10 i-

.08 08 l-i-

.06 .06

.05 t- I I I I I I I I I I I I I r r , I r r r r r r , , 1 r r I I I

, I I I

.05

.02 .m .1M .05 .06 .08 .1 .15 .2 .3 .4 .5 .6 .8 LO L5 2.0 Period, SIC.

CLiNTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-21 COMPARISON BETWEEN FREE FIELD FOUNDATION AND SURFACE SPECTRA FOR SSE HORIZONTAL 3% DAMPING

Frequency, CPS 50 33 20.0 20 10 so 3.3 2.0 . 10 .5 I T I-  : 20.0 r

15.0 l-I- i 5.0 r

10.0 10.0 8.0 8.

6.0 6- o 5.0 r  ! 5. o (0

_ 4. o I-10 l- 1o f-r- I r-2.0 2.0

~

15 I-

~

1.5 to I-r r- ~E ~ ~ I t. I ,)

.U"* f I\c l: C,Fl - I f {Jl)~j' ,! i .H ,PL - , L

\ 10 t-

~ .8 ~

t- ..... ,

c

> J .- ,

~ "

f'J/ " ./

c' .6 ~

~

.2 1! .5 / / \

I ~

~- --

V

""~ ~' r-....

/ \

~ .4 /' \ --,

//

\

/

.3

/

- -V N

.3 r

.2 f-

.2 I-

.15 I- -

t- - 15 t-l- .

.10 t-

.10

.08

.08

.06 I I I I .06

.05 I I I' I I I I f f f f I I I f f I I I I

.02 .OJ .G4 .05 .06 .08 .1 I I I I

.05

.15 .2 .3 .4 .5 .6 .8 LO L5 2.0 P,rlod, Sec.

CLIN TO N POWE R STAT ION UPDAT ED SA F'ETY ANALY SIS REPOR T FIGURE 3.7-22 COMPARISON BETWEEN FREE FIELD FOUNDATION AND SURFACE SPECTRA FOR SSE HORIZONTAL 4% DAMPING

Frequency. CPS 50 33 20 10 50 3.3 2.0 LO 20.0 f- I 1 I 1 -I I I

': 20.0 f- -

f- -

15.0 f- - 15.0 f-f-

l-10.0 f- 10.1 f-8.0 8.

f-t- - 6. o 6.0 f- -

5.0 , 5. a l-(0 4. o f-

3. a 10

- I I

1 2.0 2.0 t:

L5 l5 l-LO lQ I- FOUN ~II T I p ... n SOP E- c.. \. SURFl\c <,P lC

.8 i- "\ 8

l!! \

c: I- f\

at

• 6 i- \ ..... - -. ~

i i-

~

.6

'! .5

~'::

k-" /

.5

.Ie

s I-

/

--- . / \ /

/ ~

~ -.

~ .4 ../' /

.4 f: V \

\

/ "-

--- ~~--

f: /

/

\

.3 .3

~ .. -,-."'

/

t-

~-

,/

r

.2 f- ~- .2

~

.15

- 15 l-I-

.10 10

.08 .08 l-

.06 .06 t- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

.OS I I I I .OS

.12 .04 .OS .06 .08 .1 .15 .2 .3 .4 .5 .6 .8 LO LS 2.0 Period, Sec:.

CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-23 COMPARISON BETWEEN FREE FIELD FOUNDATION AND SURFACE SPECTRA FOR SSE HORIZONTAL 7% DAMPING

Frequency. CPS 33 3.3

, SO 50 20 10 2.0 10 .5 20.0

~

I-I I I I I I I

'-= 20.

15.0

- 15.0 10.0 10. a 8.0 8.0 6.0 6.0 5.0 5.0 I-(0 4. 0 f-f-

lO 3.0 f-

~----~---4---+--+-~-+-+~-----4----4------+----+---~~-4~~-+------+---~~a I-

.15 t-1-----1----+---+--+--+--+-+-+-------+-----l------+_---+---+--f_~~_t_+----_t--__;_ 15 l-I-

I-

.10 t-f------1----+_--+_-+--+-+_+_f_----+------.Jt_----+---+---+--+-+-+_+_+_-----1--~ 10

.~t_~----~----+---+--+--f-+-+-f-----+--~t-----+---+---+--+--+--+-+-+------1--~~

.~t__----+_---+---+--+_~-+-+~------l-----+------4----+_--f_-+--l--+--~------+_--~~

.05 I I I I I, r, I I I I I I I I ilLL i i f I r r .05

.02 ..m .04.05.06 .~.1 .15.Z .3 .4 .5.6 .8 LO L5 to Period, Sec.

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-24 COMPARISON BETWEEN FREE FIELD FOUNDATION AND SURFACE SPECTRA FOR SSE VERTICAL 1% DAMPING

frequency. CPS 50 33 20 10 5.0 3.3 2.0 La .5 2QO I I T I I I

': 20.0 15.0 f- - 15.0 r-- -

10.0 f- 10.0 f-8.0 8. o f-f-

6.0 6. o f-S. a 5. o f-(0 4.0

~

f-f-

10 3.0 f-f-

f-f-

2.0 2.0

~

~ L5 L5 f-t- \=Rf( -J; iLJ~

t-t- rou N[A ldt  :::,f,J L- suRF t"-t t

~

to

- LO

,8

/"'" / , ~

.6

>- /' ""-, /

~\

.S V ~/ ~ ~,

V / ~ --,

./ I

~ '.

- - -V- --- - - -

• 4 I'::: '- ,

- - -- - =

I

~ -  !

-- / - ..... ,

.3 ./ .3

~\

"..- '\

f" t-

.2 .2

~

l-t-

.15 t- - 15

.10 .10

.08 .08

.06 .06

.05 I I I ," t I I I I I I I I , , I I I I I I I I I t , I I I I I .05

.02 .ta .08 .1 .15 .2 .J .4 .5 .6 .8 LO L5 to Period, Sec.

CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-25 COMPARISON BETWEEN FREE FIELD FOUNDATION AND SURFACE SPECTRA FOR SSE VERTICAL 3% DAMPING

Frequency. CPS 50 33 20 10 50 3.3 2.0 LO 5

20. 0 I I I I I I I

': 20.0

~

15.0 15.0 I-- -

I--

l-I- -

10. 01-- _ 10.0

8. 0 8. o 6.0 6. o

5. 0 5. o I--

4.0 I--

10 3.0 I-c-

2. O 2.0 r: -

L5 LS I--

I--

I- <) ~FAcl:: <;PtC-LO LO I-- FIZE I- It l1) 1\

I-- Fo Nfl\T 1,'\N Sf'}1 Ie /-, .l

.8 ,

I-- ~

I-- "- V '~

~ .. ,. ~

6

.5 /'

V '\f'.,.

/ "

/

~'

.4 l- V ~ /

~" , -

v

""" ~ :--..

~

I-

/ ' r-,

~

-- -- .3

~

.7

.3

- ~

~-',

~ -

I- \

.2 " .2

/:

.15 I--

~ '-

15 I--

I--

I--

• 10 .10 I--

• 08

... .08

.06 .06

.OS I I I I I I I I

• I I I I I I I I I I I

" I I I I 11 I I I I I I I I I I I I

.OS

.DZ .D4 .OS .06 .08 .1 .15 .2 .3 .4 .5 .6 .8 LO L5 2.0 Period, Sec.

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-26 COMPARISON BETWEEN FREE FIELD FOUNDATION AND SURFACE SPECTRA FOR SSE VERTICAL 4% DAMPING

Frequency, CPS 50 33 20 10 5.0 3.3 2.0 LO .5 20.0

20.0 I I I 15.0

- 15.0 10.0 10.0 8.0 8. o I-6.0 6. o I- -

5, 0 5, o I-

4. o

~

3.0

~ 3, o t-I-

~

I-2.0 Z. o L5 1.5 LO F IEl ID 1.0

~ FilE E irQ UNDJ I,TI t1 J'.l 15~ Ie' ~

i--

I-r~.

I- S~~f A( t  ::>PE 1--"""

~ '\.

I- ,) V ~//

I ~

~

- - ~ =./ ~ -

~ ~,

- /

3

.- /

,3

--- ~ '- ,

"'--- ~ --- , , ,

""" ~

.2 .2

.15 l~ - 15

~'

.10 10

.os 08 t-

.06 ,06

~05 l-I I I ," , I I I I t ttl 1111 1 I I t till , t 1 , 1 1 I 1 I 1 I I .OS

.IIZ .04 .OS .06 .os .1 .15 .2 .3 .4 oS .6 .8 LO L5 2.0 Period. Sec.

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-27 COMPARISON BETWEEN FREE FIELD FOUNDATION AND SURFACE SPECTRA FOR SSE VERTICAL 7% DAMPING

10 Toc:zelt,Je- ~M. ROof" eL.074'-O" 1 c: ON T ~L ~M ,;!{oofS' fL. 847'*0" 8 VE::NT. f LOO~

E? L, 8 'Z IS'* 0" 7 MAIN floot<

el-.eoo'-o"

~

, HVAC Roof' eL.786'-10'/

DPpe&l ME-"~, el..~.

eL.78/'-0" 4- ME:'~c*rLao~

e:-L, 7~4-0"

3 fQ~L t'i.OOr:l.

1:\.-.15"'0" z.. Ci~At::'e rL OO~

~L. 7~7 '_0" I RA 9WA~ T E. f{. oo~

E. \.., 7t.D'-U1*'

"ASE.ME'!'NT F~~ I(

~~~ ~~~ E.L. 7IO'~O" CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPOR.T FIGURE 3.7-28 ONE UNIT - HORIZONTAL BUILDING MODEL

II 1-2 TOt2~INe- ~M. tZOO:=-

e'.-.874'-o" 10 Cot-*-lTf2ol... i:Zt.1. tZOOp-ct... 847'-0" V i::':-.l7. f'~OO~

i::L. 82S'~O" 8 MAIN p-Lool2 l

eL.. 800'-0" 7 ________________

---

+0----- ~ HVAC ~oo~

eL-.788'-IO" oppet2 Me;!;!. ~l...1:Z E:L.78I'-O" 5 ME:i!Z. eLool2 Is-I-.. i~2'-O" 4 ~ f"o~L. p-Loo 12

---

,.;....--- r:t...7£,5'-O" 6rleAOE- F:Loo~

E':::t... 7~j'-O"

'eAOWAtb7e fl... OOI:2

~L_720'*~1I e;A~eMeNj f'!..OOI2.

eL..l ro'- 0" NOTE: UNIT 2 HAS BEEN CANCELLED. CLiNTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-29 TWO UNIT - HORIZONTAL BUILDING MODEL

El

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~ ~-CONTAINMENT WALL l

y

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NQT~!J..\_~*)J~ee:.B.~ lNO'&EPR.E5SNi e.L..e.Me~T NUMBEFi2.S.

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

REVISION 10 OCTOBER 2001 EL. 912'-0" 1.05xl04

7. 72x1 cf EL. 892'-0" 4 5.S5x10

2. 56x1 c)3 EL. 862'-0" 1.44x I 01 EL. 852'-0" 1.93x I 05 4.61X103 EL. 832'-0" 2.97x101 EL. 812'-0" 4.20x10 5

EL. 792'-0"

- 5.57x105

7. 23x1 03 EL. 772'-0" 7.05xl0 5

7. 75x1 03 EL. 752'-0" 8.61x10I EL. 732' -0" EL. 712'-0" L -_ _ _ _ _ _ _ _ ~

SHEAR FORCE DIAGRAM (KIPS) MOMENT DIAGRAM (KIP-FT)

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-31 SEISMIC RESPONSE LOADS (E-W)

__________________________________L ____________

FOR SSE FOR THE CONTAINMENT ~

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

I REVISION 10 I OCTOBER 2001 I

I I EL. 922'-0" I -

I I

I I

8. 00x1 a2 I

I I EL. 892'-0" 5.72xl<f I

I I 2.69x1a3 I EL. 862'-0" I

I EL. 852' -0"

3. 89x1 a3 I

2.02xlcr I

I 4.88x103 I EL. 832'-0" I

I I

6.01 x1 a3 EL. 812'-0" I

I - 4.43xlct I

I EL. 792' -0" I 5.89xlcr I

I 7.67x1a3 EL. 772'-0" I - 7.4 7xlcr I

I 8. 22x1 03 I EL. 752'-0" 5 I 9.13xl0 I

I 8. 58x1 a3 I EL. 732' -0" I

I 8.87x103 I EL. 712' -0" I

I I

I SHEAR FORCE DIAGRAM (KIPS) MOMENT DIAGRAM (KIP-FT)

I I

I I

I I

I I

I CLINTON POWER STATION I UPDATED SAFETY ANALYSIS REPORT I

FIGURE 3.7-32 I SEISMIC RESPONSE LOADS (N-S)

I FOR SSE FOR THE CONTAINMENT L "__ " __ " _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L - -_ _ _ _ _ _- - - ' -_ _ _ _- - - '

I I, 222 SQ(P' 0 II

'Z*O '30'*d' I "

24&'* 0" I

13 0-0 I I I

1-------,

1- UNIT '2-UNIT I E.L.80o'. d' 5=710<2> 5:9244 El.781~d M: 13.5 '1<10 4:-- 1

- - - - - - - - - - -..... \-11:: n.b \:104 EL.7~2'*O"

, ,I 5=21810 5='25322> E.L.737-0

- - - M = 0(0.41 )<.104 - - - - \vi: 114.53 ~ 104.-

s ='24714 S = '2(0987 'EL .720'. G

- -- - - M= 137.4"2 )<.IO~ - - - M= 1&8.941<104-,

'--_ _ _ _ ......;;;.5_:....;'2;;;.,;S~4-7"""':1:__-_:__------&..:5=--=-='2:..8-:..Q M:: ICD'2.3'2 )( 10 4

~ ~ L .71'21- 0" M:: 18co.Z 1(10 4 ELEVATION OF SHEAI< WALL ALoN~ COLUMN r<.OWA1 NOTE~:

I."~"OENOTES SI-4EA.~ FO~CI: (kiPS)

"M' OENOTE~ OVERTU~NIN~ MOMENTS (KIP*FT.) I 2.Sr-IEA.R FO!:<'CE.~ ,tI.,NO MOME.NTC:; SHOWN A.~E. F'b~ i SSE LOA01NGt. ,....----..:...----------,

CLINTO N POWER STATION NOTE: UNIT 2 HAS BEEN CANCELLED. UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-33 SEISMIC RESPONSE LOADS FOR SSE FOR SHEAR WALLS - COLUMN ROW "A"

IZ4 202 Z*o I "

--f-L-~-

170'-0'1 S4~*OI

\

1'10*0 El.847*Q I "

I-UNIT ~ .. UNIT I

-S:3~S3

- - _ . - s=399B E.L.S'2~*0" M = 8.7)( 10 M =8.7 ~-x-,0----'4 I

I s= (P~I(P s=S~ (, 3 EL .800I'0" M:'2S.~}<.I04-- M='23.-~"'I04 I I II S = I 34..S>(P S ~ lCoS:> &4 EL.78t *0

---

M~SO.03~I04 - - -- - ~71<104 -

M ~~'2.

1817'2

-M=IOO s~ 5::'2~

---

---M:.8'2.G:>0~IO~--

5='247'27

- - - - -M=14'2.c:D&>C.I04 -- _S=2~

M:17

---

s= ,5570 _$::21

-- - - M '= 17~.80 )I.. 104- - N'\:'2o 5= 183'23 S: 2.\

ELE.VATION OF SHEA.r<' WALL ALoN~ COLUMN !<:ow liS' Nan:.~:

\..~~ OENOTE.~ 5\..H5.A~ Fa~c~ (KIPc?)

-t-.A" O~l-JOT'E.~ OIe~TU~N\NGa MOMe.NTCS (kiP .. Fl.)

'2.sHE.A.~ FO\eCE.<? ANO MOME..NT~ SHoWN ATl:.e. F~

5Se.. I...OAc:m*J~. ~---------------~I CLINTO N POWER STATION NOTE: UNIT 2 HAS BEEN CANCELLED. UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-34 SEISMIC RESPONSE LOAD FOR SSE FOR SHEAR WALLS - COLUMN ROW "S"

, II S4u.-o I .'

1-0 lId-o" r

20(;;)-0" I-UNIT I " '2-UN1T EL.BOO*O S=<:ptP4S

-M=2~.~O>(I04-I II EL.737 -0 S:'230~

-M= '25.G,~;j04 s: 4 G::I S~:""'-_ _

I ,.

EL.7IZ -0 -l M :: a7.4~)(. 10 4 ELEVATION OF SHEAr< WALLS ALoN6 COLUMN eOw "AM"

~on~'S>:

I.IIS" DENOTES E>HEAR FOI<'c.e: (K I!='S )

1M " OE~On=.<s OVE.t<TU~~It-JcS MOME.NTS (KIP-FT.)

'l. 5I-lEA.~ FO~C~c:, ANt? MOMe.t-.JT~ SHOW'"" A~ f~

~c&e:. LOA..OI t-J <:S. .------~---------""'II CLINTON POWER STATION NOTE: UNIT 2 HAS BEEN CANCELLED. UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-35 SEISMIC RESPONSE LOAD FOR SSE FOR SHEAR WALLS - COLUMN ROW "AM"

'" '" eI-M~___- .: : .3=- :3~3=-' N

~__.o~~~\-_O r- ~

---.: : .O=--,_ _ _0)-t

\-UNIT 2- UNIT El. 800'*0" II, v--

I I' 5=(0053 c.l.781-0

- - M-: 13:21'1(104. - --- M: 10.SO ~ 10 4 I h 5= \OIS:>8 E.l.7cb'2 -0 1,--- M:32.08"'I04-- M :: "21.~1 " 104 S: \7~4e 5:. 13t:P1Z

- - M=44.17"I04 M = 3(D.t:D1 ~ 10""

I II 5~1'23SI e.L.737-0 l

S=13~83 EL.7IOZ'.d ELEVATION OF ~HEA.R WALL ALoN~ coLUMN r<ow \\Ioi' NOTE:~  :

I. '~j OE.NOTt:c;;. SHEA~ Fo~ce (KI pc:;. ),

. "Mil OENOTES OV~I<TURN'NG MOME:.NTC:; (KI1=="-F=T-),

'2. SHEA~ FO~CEC; AND MOME:NTG SHOWN A.~E. FO~

SSE. LO~O\NG:!. "-_~";":'':_--l._ _ _ _ _ _ _ _ _' '11 CLINTO N POWER STATION NOTE: UNIT 2 HAS BEEN CANCELLED. UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-36 SEISMIC RESPONSE LOAD FOR SSE FOR SHEAR WALLS - COLUMN ROW "102"

I U 100-0

, u 2*0 I-UNIT '2-UNIT S:SI~~ 5=4430 EL.8'2?'*d'

-M: 11.31"Y:104- M :.~.77 ~ 10 4 s=sa,O"3 5=12~13 ~ L. 78a'* 10'

- - - - - !-II: 44.17"'104 - -- M: a~:23 >< 104 S=~3~~ s= 13~~7 EL 781'*0"

- - - M=510.17"'I04 - --- M =S3.0~ ><10 4 S=775>S EL. 7(p?~d'

-M~(D:!>.~~~I04- -- M-:.~3.33)C.I04 s= ISa,8S s= \"2~33 EL.722'*d'

-M=i'Z.8~"I041- -- M= IO"'Z.OG:> K 104

.. So= IICP7S

---M:'~1.;4xI04---

s:~o'Z2 M=II7.a,O)C.\04 EL.731'.0" Eo :~027 5=7:23.4 E.L. 720'* r;

-- _M~04.1~)(I04 - M = 1'2~:2~ ><10 4 6= 12144 s:~4::,(P M:. \I~_18~104 M -:.138.?lP " 10 4 L.

TELe.VATION of ~HEAR WALL ALoN~ COLUMN flOW '12'4" NOiE. <?:

I.~~u OENO"TI:.<<? SHE.A~ F=ortCE (K..IPc;,)

"M" OENOiE.;. Ove~TURN\N6t MOM~NTS (KIf? FT.)

'2. <SHE A~ ?oltCE.S ANO MOMI:.NT47 SHOWN,:.A.;.:~;::.:e.;;;..:.P=;=~~_...:..._ _ _ _ _ _ _ _ _ _ _..,.

5:' e. Lo.AC::""*J ~.

CLINTO N POWER STATION NOTE: UNIT 2 HAS BEEN CANCELLED. I UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-37 SEISMIC RESPONSE LOAD FOR SSE FOR SHEAR WALLS - COLUMN ROW "124"

fr*l4Jeocy. CPS

)} 2D 10 u u u u ~

&arT'-rr~rM~~rT.-rrrr~~~~~~~~~~~~-r'-~~~~~~~~~~*~_a

~~ ~~----~--~---r~--~~-+-----+----~----r---+_~--+-~~~r-----r-~: ~  !

~or-----+---~--r_~_r~~+_----+_--~----_r--_+--~~~r_~_+-----+--~~O

,Or-----+---~--r_~_r~~+_----+_--~----_r--_+--~~--r_~_+----_+--~lO

- 10

'Or-----+---;---r_~_+_+~+_----+_--_+----_r--_+--~~--r_~_+----_+--~'O

~a 40~----+---~--r-~_r_r~+_----4_--~----_+--_+--~_4--~~_+----_+--~u loF-----~--+_~--+_+_+_~----_+--~~--~====r_lO% DAMPING 1~--+--7% DAMPING

- -- 4% DAMPING tOr-----+---;---r_~_+_+~+_----+_--_r----~~~--3% DAMPING

-2% DAMPING

.* r-----~!--~!--_r'--~+_+_~----~~--+_-----+_--~--~'--~+_+_~----~'--~.

.* r-----+_--4---+--+_+_+_+~----~--_+-----4----~-+_I_+_+_+_+~----~--~ *

• 11 ' I 111 I i I . "05

.. ...01.......1 .1S.2 .) .* .5 .* . ** U U 2.0

....... s.c.

LOCA.TION~UX., Fuel, Control ,Diesel, Radwaste , Turbine Bldgs *

• ~CTRA NO. lOO-SS-EW I: LI:VATION : Basema t Floor 2Q9-sS-Elv CLiNTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-38 HORIZONTAL SSE RESPONSE SPECTRA AT BASE MAT FLOOR - X DIRECTION

frequency. CPS 50 33 20 10 5.0 2.0 lO .5

~-r l~1__J~:_,1~-+i-+,_'~____~~__ _ I 20.

! I I

I -----r ~ -- lS.O I  : I I I l

~ i: I r

i I I I 1 10.0 f-----l-:---,~---+-1--_41-+1.........----;-------+---+----~-+--~------,----+ 10.0 lo~----------J+-_~l;-4-+-~-----r;---+----,---+I-~'--;---_TI~---~--lO

~O I----I--!, --J-:-~+--+1--+!-+-I-J-I-1!--~-...j..!--+I--li--!--+:-~:---+'-i~+-i--+-~ ~O l!

r---TI-~:~-+-~~!~-+i-+i-~---,---r-l--T~---Ir----~~I~-T:--I--~I--~~

I:

i \", II 3.0 r-----;-----t---~-+__t-_+I-TI---_+--+-,---_T---r--+---10%

I DAMPING ----+---1 1*

I I .-+--7%

I i

I!'

'i i 1i l l i i

DAMPING

"'+------4\ DAMPING 2.01------,......----'If--~,'---+--....,-+,-+---+---~,---+--I-++~:- _ 3% DAMPING ----+----12.

i  : i , ' I'I! i - 2% DAMPING l51-----+I-~r_~-+__+__~-+--+_----~-_+--_+~++~~-----~~~~-4_-~l

!! iii  ;  ! I I lo~~~~;~~j~~i~~31~,~i~:~~~!~~E:~~~~lj~~!~~~~'~~~~~I~~t

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i~.5

~; I : I:.; ~ .\ ~

1' ---+--+-,-;r-+:-T-i--4-!---~~~ofq-~.............___iIi--+~-\1ii 1~.Y-:;:~::.:::;~\.~~~j i t:i:-tll ~~~~~:~!~~~7/.~~~y.c~_::_'l~;_:~.':.:..r_-=l='~C::-=-::::"'~ J

.61--- - - - ' - - -...... 6 I i '~~E!t:;;:$~==i~~-L..:........~\.~~~~~~~ 5 ~

1 .cr-~;r-i:-II-+ i: T;

.3~~~1~;::::J:~;~~~//~,-~-----'-l~~i---~--T--l\

1;- I i I

.21----.....: --,.------!-,--1f-----1Ir---r:-------~-------------ti---~---I-----1 .2 I  ! I

..........-----i 15 3

.15t-----------:--_T~1-----;---,.--------..--~-----------t-~-----t----

, i  : I " ,

I

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• ~r----------~-+~~i-4~!--------~---*-----~,~,~~;~-----~~

t----~---~--r_I~*~~~.+I------------~.j--,-,-,--~:---,~I,--,~Ii---~-,~

I I I i

[-,-1. :

.02 .03.IM.as.06.IM.1 .15.2 .3 .C .5 .6 . .8 LO 1.5 Z.O Perioc!. Sec.

LOCA.TION: Aux., Fuel, Control, Diesel, Radwaste & Turbine EL.EVATION ~ldgs

• SPECT.. A NO. lOO-SS-NS 200-SS-NS

• Basemat Floor CLINTON POWER STATION' UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-39 HORIZONTAL SSE RESPONSE SPECTRA AT BASE MAT FLOOR - Y DIRECTION

fRECUENCY IN CPS 50.0 20.0 10.0 5.0 2.0 O.S

20. a ~ I1 ,

I I

, ," ,I ,I , ,I , , "

I

,J ,1 , I I

, .. 0 .0 f-IS. a 15 .0

10. O~ 10 .0 8.0a

~

00 6.0 or

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-- 00 5.0a f-r

.00 4.0Or 4. 00

~

of-f-

r -- 00 f-(fJ r

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z:

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z: ~

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" 1. 00 CD 0.8 0

~ r'/- ~ ///; ~ 80

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t \ : .so

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IIJ jj 0.8 I- ~ V' ./ \. ~'\.\ .50

~ 0.6 0

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~U "-./.r r---'

0.4Ot- t--

....., .40 t: 'l '-..

0.3 ot- ......-: b~ ~ .so

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t- o F"'

0.2 .20

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t:

0.1 6t- .15 t-t-

0.1 o_ .10 0.0 8_ = - .08 0.08 0.06

- L 1 1 11 I I I I I III I I I I I III I I I I I I II I 1 I I I I I L I L I

.06

.06 0.02 0.03 0.04 0.06 0.08 0.10 0.15 0.20 0.30 0.40 0.60 0.80 1.0 1.5 2.0 PERleO IN SECeNOS HeRIl. REspeNSE SPECTRA SPECTRA Ne. 3l7-SS-Et-l ELEVATI6N 322-SS-EN 742'-8" LeCATIeN Sacrificial Shield, REVISIeN Ne {)2 Pedestal (RPV)

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-40 HORIZONTAL SSE RESPONSE SPECTRA AT 742' -8," SACRIFICIAL SHIELD PEDESTAL - X DIRECTION

FREQUENCY IN CPS 60.0 20.0 10.0 6.0 2.0 1.0 0.6 20.0 , , 1 ~ i I

I , II , I , ... a .0

~  :

~

16.0 16 .0 r-r-10.0 IO .0

~

8.00 '""

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~

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~  :

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J Cl 1.60 F 1 *60 I-z r-

..... r- -

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I- ~ ~ V;j  ::\

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60

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0.30

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0.20 .20 f:

0.16 F -

I- -- .16 r-r-

I-0.10 .10

~

I-0.08 .08

~

r-0.06 .06 r- 1111-0.06 I 1 1 1 1 I III 1 I 1 I I I 11 I I I I 111 I 1 111 1 11 1 1 1 I

.06 0.02 0.03 0.04 0.06 0.011 0.10 0.16 0.20 0.30 0.40 0.60 0.110 1.0 1.6 2.0 PERI60 IN SEC8NOS HBRIl RESPBNSE SPECTRR SPECTRA Ne. 3l7-SS-NS ELEVRTIBN 742' -8" 322-SS-NS LBCRTIBN Sacrificial Shield, REVISI8N Ne' 02 Pedestal (RPV)

CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-41 HORIZONTAL SSE RESPONSE SPECTRA AT 7421-8", SACRIFICIAL SHIELD PEDESTAL - Y DIRECTION

FREQUENCY IN CPS 60.0 20.0 10.0 6.0 2.0 0.5 20.0 ~ I , I I i II I I I I i

I I I I I

1 I

, I I

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16 .0

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w

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0.60 ...... 60 a:

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0.30 .30 I:

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-- .16

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0.10 .10

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0.06 .06 0.05

~ L I I I I I II L I 1.11 L 1 Ll .LL.LL L i iiL .1 I I I I I I I II*

.06 0.02 0.03 0.04 0.06 0.08 0.10 0.16 0.20 0.30 0.40 0.60 0.80 1.0 1.6 2.0 PERI60 r~~6NOS HBRIZ. RESP6NSE SPECTRR SPECTRR H6. 31S-SS-E\'l ELEVRTI6N 803'-3", 828'-3" 316-SS-EI'l L6CRTI6N Drywell REVISr6N N6. 02 CLINTON POWER STATION UPDATED SAfETY ANALYSIS REPORT FIGURE 3.7-42 HORIZONTAL SSE RESPONSE SPECTRA AT 803'-3" AND 828'-3",

DRYWELL - X DIRECTION

50.0 20.0~~~~~~Tr~r+~~~~~~~~~~~~~~~nrt-.~~~~~hrl-r~-rrnno~

16.0~~-----+----~-+--+---~--~----+_--~----~---+--~~~--+--1------~~

c-

~

~

10.0*~~-----+----~-+--+---~--+-----+_--~----_+---1--~~~--+-~------r---1

~

8.001~----+---~--+-_+--~--~-----+----~----+---~--~-r---+--4-----~--~

~

6.00i~----+---~--+-_+--~---+-----+----~----+---~--~-r---+--4-----~--~

~

6.001~----+---~--+-_+--~~-+-----+----~----+---~--~~---+---r-----+--~

f-4.001~f------+----~-+--+_--~--+-----+_--~-----+--~---+--~--+-~~----+---~

~

3.001~f------+----~-+--+-__~__+-----+_--~----_+---4---+--~--+---~----+---~

~

f-(JJ f-

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5 ~

o 1.501~~~--~----~~--+---~--+-----~===F~~~--~~-+--~--4---~----+---4 z

z 1.00

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f-f- -

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v.os 0.02 0.03 0.04 0.06 0.08 0.10. 0.15 0.20 0.30 0.40 0.60 0.80 1.0 1.S 2.0 PERIBO IN SEC6NOS 31S-SS-NS H8RIZ. RESP6NSE SPECTRA SPECTRR N8. 316-SS-NS ELEVATIeN 803 I -3", 828 '_3" LeCATI 6N Drywe 11 REVISI8N Ne. 02 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-43 HORIZONTAL SSE RESPONSE SPECTRA AT 803 ' -3" AND 828 ' -3",

DRYWELL - Y DIRECTION

FREQUENCY IN *CPS 60.0 20.0 10.0 6.0 1.0 0.6 I L1J

20. 0 0 .0

~l I I I' I I , , , II I I 'I-

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.05 0.02 0.03 0.04 0.06 0.08 0.10 0.15 0.20 0.30 0.40 0.60 0.80 1.0 1.6 2.0 PERIBO IN SEC6NOS HBRIZ RESPBNSE SPECTRA SPECTRR He 102 to 102e-SS-EW 202-SS-EW ELEVATIBN 737'-0" LBCRTIBN Aux., Fuel, Control, Diesel, REvrsrBN Ne .02 Radwaste, & Turbine Bldgs.

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-44 HORIZONTAL SSE RESPONSE SPECTRA AT 737 '-0" MAIN BUILDING - X DIRECTION

fREQUENCY IN CPS 60.0 20.0 10.0 6.0 2.0 1.0 0.5

20. o~, ,I, , , II I

, , , I II I I , ,

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CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-45 HORIZONTAL SSE RESPONSE SPECTRA AT 737'-0" MAIN BUILDING - Y DIRECTION

fREQUE~CY I~ CPS 1)0.0 fO.O 10.0 6.0 2.0 o.s fO . I I I I

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CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-46 HORIZONTAL SSE RESPONSE SPECTRA AT 7621-0" MAIN BUILDING - X DIRECTION

fREQUENCY IN CPS 50.0 to.o 10.0 5.0 0.6 to .Of- ...l _1 I I_

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~-----------------------------------------r--------,

REVISION 10 OCTOBER 2001 I

I EL.927'-d* @ I I

56 I I

EL.862-6" I

55 I EL .85 6 - d';Cs:::::= I I

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I I EL723'-I3,{;' CD ~:L I I 48 @ Z COORDINATE I I EL .712-0*.V=-_ _ _--=-:_ _ _ _---J....".<.-_ _ _---,-_ _ _ _ _ 0 SYSTEM I I

31 ~ I CONTAINMENT DRYWELL REACTOR PEDESTAL B I SHELL STRUCTURE SHIELD WALL I I I I I I I I I I I I I I I I I I

I CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT I

I FIGURE 3.7-48 I CONTAINMENT BUILDING I MODEL FOR VERTICAL EXCITATION L ________________________________ L..-_ _ _ _ _ _ _ _ _ _ _ _ _- '

y t

10 EL_847'-O" 7

I "

EL. 781 - 0 E.L.7~2'-o" E.l.i~;"-~/

I **

E..L.737 -0 E..L.7'ZO* ~

---

'--41------ ---- X CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-49 MAIN BUILDING MODEL FOR VERTICAL EXCITATION

1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -~R-EV-I-S-I-ON-1-0---'

I OCTOBER 2001 I I I I I I I I I I I EL.927'-O" ,---., I-UNIT I

I I I I I G.862,-rl I I I I EL.856'-O" I

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I I

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I I

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I CLINTON POWER STATION I UPDATED SAFETY ANALYSIS REPORT I

I FIGURE 3.7-50 I SEISMIC SSE LOAD FOR AXIAL I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

FORCES FOR CONTAINMENT-1-UNIT

. L -_ _ _ _ _ _ _ _ _ _ _----.J

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7* 78 J< /o~ J:

~03 I. 0" 789 '-0" 755'-0" 737 '-()"

71Z '-0" ' - - - - - - -_ _ _ _ _ _ _ _--J CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT NOTE: UNIT 2 HAS BEEN CANCELLED. FIGURE 3.7-51 TOTAL AXIAL FORCE - CONTAINMENT 2-UNIT VERTICAL SSE

FREQUENCY IN CPS 50.0 20.0 10.0 5.0 1.0 0.5 20.0 I I I I I Ll I I I

, I I I I I I I I I I I , I ,, , L- 0 .0 15.0 IS .0 10.0 10 .0 8.00

• DO 6.00 *00 5.00 5. 00 f- 10% DAMPING 4.00 4. DO 7 90 DAMPING

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CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-52 VERTICAL SSE RESPONSE SPECTRA AT BASE MAT FLOOR

FREQUENCY IN CPS 50.0 20.0 10.0 5.0 2.0 1.0 0.5

20. a I I L

I I

~

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400-88-V\'1 ELEVRTI8N 742' -8" t8CRTt8N Sacrificial Shield, REVISI8N N8. 05 Pedestal, RPV Base CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-53 VERTICAL SSE RESPONSE SPECTRA AT 7421-8", SACRIFICIAL SHIELD PEDESTAL RPV BASE

fREQUENCY IN CPS 50.0 20.0 10.0 5.0 2.0 O.S to.O I I I I I

... 0 .0 15.0 15 .0 10.0 10 .0 8.00 r-l-

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FREQUE~CY IN crs

-~

s070

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CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-55 VERTICAL SSE RESPONSE SPECTRA AT 737'-0 11 t1AIN BUILDING

FREQUENCY IN CPS 50.0 10.0 5.0 0.5 EO.O E.O EO ... I I I

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[LEVRTI 8M 76 2 1 - 0 11 Aux., Control, Radwaste, <<[Vlsla.. Ma. 0S Diesel Bldgs.

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-56 VERTICAL SSE RESPONSE SPECTRA AT 762'-0" ~1AIN BUILDING

z W

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01. 9L= 9109 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-57 3-D AXISYMMETRIC FINITE ELEMENT OYNAX SOIL MODEL

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@ © @ @ 8 C\J C\J CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-58 HORIZONTAL l-UNIT BUILDING MODEL FOR SOIL STRUCTURE INTERACTION

37 3S II 12-10 M

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NOTE: UNIT 2 HAS BEEN CANCELLED.

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-59 HORIZONTAL 2-UNIT BUILDING MODEL FOR SOIL STRUCTURE INTERACTION

CPS/USAR FIGURES 3.7-60 THROUGH 3.7-67 HAVE BEEN DELETED CHAPTER 03 REV. 11, JAN 2005

I-z w

~(/) I- en UJ.. z.;

-10 6 0 wz -:>z EL. 710'-0" 17 17 18 18 405' COMPACTED FILL 19 19 EL. 690'-d' 20 20 21 21 22 22 23 23 24 24 25 25 26 26 1407.5' 27 27 .

28 ILLINOIAN GLACIA L TILL 28 29 29 30 30 31 31 32 32 33 33 34 EL. 585'-0" 34 35 EL. 575'-d' 1010' LACUSTRIAN DEPOSIT 35 36 36 37 37 5 <a 15' 38 38 PRE-ILLINOIAN GLACIAL TILL 39 39 40 40 EL. 500'-0" ROCK

/

CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-68 VERTI CAL SO I L t~ODEL FOR SOIL STRUCTURE INTERACTION

eL 927'- 0"

/

CDNIA INME: NI

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@ MAIN

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EL. S74' -0" a 85(,J'-D" JD

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CLIN TO N POWER STAT ION UPDAT ED SAFET Y ANALY SIS REPOR T FIGURE 3.7-69 l-UNIT BUILDING MODEL FOR VERTICAL SOIL-STRUCTURE INTERACTION

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---

~~----~~---------------~

<./ (2) .zo

- - cLJ;nA?a" .dode ,6e~ee/) S oJ F' S?';u cl(J/e NOTE: UNIT 2 HAS BEEN CANCELLED.

CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-70 2-UNIT BUILDING MODEL FOR VERTICAL SOIL STRUCTURE INTERACTION

FREQUENCY IN CPS 50.0 20.0 10.0 5.0 2.0 1.0 0.5 20.0 I L 20 .0 f:: .:

15.0 f: -15 .0 f- -

f-f-

l-10.0 _10 .0 f::f-B.OO 00

~

f-6.00 00 l-5.00 00 f- -

4.00 _ 4. 00 3.00

- 00 (Q

!:: 2.00 00 z.

c!J 1 .50

-- 1

• 50 z.

z. 1 .00 1 . 00 OD

~ O.BO .BO a:

a::

w

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FREQUENCY IN CPS 50.0 eo.o 10.0 5.0 2.0 1.0 0.5 eo.o I I L. 0 .0 15.0 15 .0 10.0 10 .0 8.00

-- 00 6.00 - 00 5.00 00 4.00

4. 00 s.oo 00 fn

~ Z.OO

z:

- 00 C!l 1.50

1. so

~/\ V\

z:

z: 1.00 f-(~~ ~ 1\,,--/\

CD 1

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f- 80

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w f-0.60 -

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~~ ~~

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f-

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0.02 0.03 0.04 0.06 0.080. 10

~ I I

.05 0.15 o.lm 0.30 0.40 0.60 0.80 1.0 1.5 2.0 PERIBO IN SECBNOS CLIN TO N POWE R STAT ION UPDAT ED SAFET Y ANALY SIS REPOR T FIGURE 3.7-72 SSE VERTICAL FOUNDATION INTERACTION SPECTRA FOR l-UNIT BUILDING MODEL

FREQUENCY IN CPS 50.0 20.0 10.0 5.0 2.0 1 *0 0.5 20.0 , I L 0 .0

~

~

15.0 15 .0 10.0 10 .0 IS.OO -

= 00

- 00

- *00 6.00 5.00 7% DAMPING 4.00 00 4% DAMPING 3% DAMPING I-3.00 I-2% DM1PING - *00

,-- 1% DAMPING to

!: 2.00  :- ~% DAMPING - .00

=

z

l 1=

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--1. 50

- 1 .00 I-z 1.00 CD

~

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w I-

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A t v r---

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0.40 " .40

~ I-- _\ =

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r:h ~

~/ / ~ ~~ I'"---

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~L11 ~ .05 O.ot 0.03 0.04 0.06 0.08 0.10 0.15 0.20 0.30 0.40 0.60 0.80 1.0 1.5 t.O PERIBO IN 3ECBNDS NOTE: UNIT 2 HAS BEEN CANCELLED.

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-73 aBE VERTICAL FOUNDATION INTERACTION SPECTRA FOR 2-UNIT BUILDING MODEL

FREQUENCY IN CPS 50.0 20.0 10.0 5.0 2.0 \.0 0.5 20.0 I a .0 1=

I-  :

IS .0

~

~

~

I-10.0

- 10 .0 8.00 - *00 6.00 10% DAMPING *00 5.00 7% DAMPING *00 4.00 4% DAMPING 00 3% DMli'ING 2% DAMPING 1% DAHPING  :

• 00 co --

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)

. C!) 1.50 1 .50 l-z:

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z: 1.00 I- 1 .00

~~ ~~ I-.. ~\ V\

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a: '/ h

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a:: I-

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.as 0.02 0.08 0.08 0.10 o.ts o.tO 0.'0 0.40 0.60 0.80 1.0 1.5 2.0 PERIaO IN SECaNOS NOTE: UNIT 2 HAS BEEN CANCELLED. ~

I CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-74 SSE VERTICAL FOUNDATION INTERACTION SPECTRA FOR 2-UNIT BUILDING MODEL

CPS-USAR

~---------------------------------------------------------------n.g w'

l *

..JI

~

o ~ I It) ~ ,

W 0..,

u.'

o Z

w

~

U w tr u.tr w 0..

O~

~~

o

~

w u.tr o~

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o NUMBER OF STRESS REVERSALS FIGURE 3.7-75 DENSITY OF STRESS REVERSALS

2 @/7.5 i ILLINOIS GLACIAL TILL! 2 @is.7S 90.5' a@la 20' LACUSTRINE DEPOSIT I 60' PRE-ILLINOIS GLACIAL TILL i CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-76 SHAKE SOIL MODEL FOR CIRCULATING HATER SCREEN HOUSE ANALYSIS

CLINTO N POWER STATION UPDATED SAFETY,AIt;'u"'(.SIS REPORT FIGURE 3.7-77 EAST-WEST HORIZONTAL SOIL STRUCTURE INTERACTION MODEL FOR CWSH

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-78 NORTH-SOUTH HORIZONTAL SOIL STRUCTURE INTERACTION MODEL FOR CWSH

~-------------- - - - - - - - - - - - - - - - - - - - - - - - - -,-------~

REVISION 10 OCTOBER 2001 3 ROOF EL. 730'-0*

2 MAIN FLOOR EL. 699'-0*

INTERMEDIATE 1

')

FLOORS EL.682'-8" a.

EL.878'-0" C  !-

BASEMENT FLOO R EL. 657'-6*

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3,7-79 HORIZONTAL MODEL FOR CWSH L ____________________________ - - - L_ _ _ _ _ _ _ _ _ _ _ _---l

(/),

01z (j) r- ei z z w r-2:

w z

-I (5 W J

. COMMON NODE BETWEEN I

~*451 . SOIL & STRUCTURE 71 i 46 i 721 47 731 I

48 741 49 75:

50:

76!

51 :

771 52 i 78\

53 79 !

54 :

801 55 811 56 821 571 831 581 841 59 i 851 60 j 861 61 .

871 62 i 881 631 CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-80 SOIL COLUMN FOR VERTICAL CWSH ANALYSIS

aF 69~56 43~30

@ 68 d";n

~ 55~~42

~

f.iR\

ROOF

\V EL 73d-0' 67 54 41 2 28 9 3 j ' s '

66~53 40~27 17 @) 11 5 65~52 39~26

17 64*

63 _~_ 50 51 38 - ~-25 37~24 fc'\

0 CRANE LEVEL EL. 719:"0' 62~49 36~23 16 10 4 61~48 35~22 16 ~-59 60* 47

~46---;"-:;'~~33~20

~34' 21 MAIN FLOOR EL.699'eO*

5B~45 32~19

@)

15 9 3

~57--".--44~31--+. 1B~G) ~:~:~~~'ATE t

__ FLOOR teD 14 B 2

@ EL.67S-0*

13 7

@ " - - - - - - - 1 2 _ _ _ _+-(j)-=7~___ 6 _ _ _ --lee\. BASEMENT FLOOR EL 657:'6" 70 Elo 653'-6~ @ COMMON NODE BETWEEN SOIL & STRUCTURE CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-81 VERTICAL MODEL FOR CWSH

FREQUENCY IN CPS 50.0 20.0 10.0 5.0 2.0 1.0 0.5 20.0 I I j I~. I 1 II I 1 1 I I I I 0 .0 I I I I I I I I I I I I 1,::2 I I I I I I I I I I I I I I I I I 15.0 ~ -15 .0 I- -

I- -

I- -

I- -

10.0 10 .0

~

I-8.00 8. 00 l-I-

l-6.00 00 I- -

5.00 5. 00 4.00 10/oDAMA'N  :

4. 00 I I 3.00 ~/oOAMPING 1 I - 3. 00 (f)

-- 4%DAMRNG

2.00 2. 00 z  :

J r--- ?O/oO~MP\NG -1. 50 1.60

.~

z I )% DAMRNG z 1.00  ;\ ~ 1. 00

-\

o I-a .eo I- I "'-

-- O. 80

~ ~ -,/;

a:

~/

.\.

a::: -........, -

w

--1 0.60 I- /; \ \ 60 w I-

'l~ --------../ , / ~\ "- -.-1/ \ \\ -

~ 0.50 """ \\\

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~

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~

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- .oe I-0.0 6 0.0 51-, , , , " , J LLl .1 , I I ,, , , ,,- .010

.05 0.02 0.03 0.04 0.06 0.08 0.10 0.16 0.20 0.30 0.40 0.60 0.801.0 1.6 2.0 PERI60 IN SEC6NOS CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPOR1 FIGURE 3.7-82 HORIZONTAL SSE RESPONSE SPECTRA CWSH -

BASE ELEVATION 653 1 -6 11 N-S

FREQUENCY IN CPS 50.0 20.0 10.0 5.0 2.0 1.0 0.5 20.0 I I I I I I

II I I I I I I II I I I I I I

~LLii I I '"

I I I I I \... 20.0

~

~

15 .0~--+-----+---_\__+--t__+-----l--+_--+---+---I---+--f_-t----I----j15.0 f-10 .Ot---+_--+-+-_+--f_--l-----Ii---+-----t---\----I--t--f--t----Ir---::l_10.0 B.OO _B.OO 6.00~--+-----+---_\__+--t__+--___l~-+_---l---+-+_4--t__t--~f_--~ 00 5 .001----+---+--+--+--1----l-----Ii---+----+---+--+--t--t----t---1-----\5 .00 4 .001---+--+---I-_+--t--_4----~--+-------t---+----t-_4---t---t----f-----:::l4 .00 3 .001-----+---+---I-_+--t---t----t_-+-----t----+--l----l--t--_4---t_---I_3 .00

~

~ 2 .OOII----+--+---I---t--t--_4---t_-+------+-_t----t---I--t--t---t----i_2.00 z.

J

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~

0.08~

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0.06(------+---t----l-_t--t-_4-----t-----I----t--_4---t--f_-+---Ii----t----ro.06 f- I I I I I I I 0.05~~~LLLLLL-L~~~LLLU~_L~_LLLLU~~~LLLU~_L-L~_LLLLLLU_L~LLLLLLUO.05 0.02 0.03 0.04 0.06 0.080.10 0.15 0.20 0.30 0.40 0.60 0.80 1.0 1.5 2.0 PERIeO IN SEC6NDS CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-83 HORIZONTAL SSE RESPONSE SPECTRA CWSH -

BASE ELEVATION 653'-6" E-W.

FREQUENCY IN CPS 50.0 20.0 10.0 5.0 2.0 1.0 0.5 20.0 I I I J I I ~_ l ~ I -1 ~ 20 .0 I I I I I I I I I I:;

15.0 I- - 15 .0 10.0 1 0.0

~

8.00 8. 00 I-6.00

- 6 .00

~ -

5.00 5 .00 I- -

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w

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0 .60 III [// "'\ 1"---.. V/ '\ \\

w rill; v

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0.1 o~ _0 .10 0.0 81-0.08

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I-0.0 6 0 .06 l-I I 11-0.0 5 I I I I I ..L ...L.LL I I I I 0.05 0.02 0.03 0.04 0.06 0.08 0.10 0.15 0.20 0.30 0.40 0.60 0.80 1.0 1.5 2.0 PERI80 IN SEC8NOS CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-84 HORIZONTAL SSE RESPONSE SPECTRA CWSH -

MAIN FLOOR ELEVATION 699 1 -all N-S

fREQUENCY IN CPS 50.0 20.0 10.0 5.0 2.0 1.0 0.5 20.0 f: II II I I I I I \ I I I t I t 20 .0 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1-

=

15.0 ~ -15 .0 I- --

I-I- --

r-10.0 10 .0 I-8.00 00 6.00 00 l-5.00 S. 00 I-4.00 4. 00 3.00

- 3. 00 ro

!: 2.00 2. 00 z.

=:J

!l 1 .50 -1. 50 z.

z. 1.00 / 1\ 1

• 00 cr:l I- 0.80 /' 1; ~ "'-.. O. 80 a: j--..,

./"

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---

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w '\.

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w -......, -

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=

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MAIN FLOOR ELEVATION 699 1 -O~I E-W

FREQUENCY IN CPS SO.O 20.0 10.0 S.O '2.0 1.0 O.S 20.0 I I I I I 1'1 I I , ,1 I I Tl TrL 20 .0 I ,

15.0 -L IS .0 I-10.0 - 10 .0 8.00 00 l-I-

6.00 00 5.00 5. 00 4.00 4. 00 I-3.00

-- 3. 00 (IJ

~ 2.00 2. 00 z

J

') 1.50 1. SO l-

- '" ~

z I-z 1.00 I 1. 00

\

o I:::

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~ r---- r:vI I-

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Ct::

w 0.60 I-l-

//- ~ !-J ~ ~

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INTERMEDIATE FLOOR ELEVATION 6821-6" N-S

FREQUENCY IN CPS 60.0 20.0 10.0 6.0 1.0 20.0 I I I I I I ~ -.Li .~-1~ I 20 .0 I I I I I I I I I I I I I I I I I I I I I I I I I-16.0 16 .0 10.0 10 .0 8.00 00 S.OO 6.00

- 00 00 a 4. 00 3.0 0 00 0 00 1

• 60 z '\

z(!J 1.0 0 J 1\ -

1

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f-a: ....... 80 v '/

et:

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r----.......

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ea: 0.6 v:: ~ "'" '" '7' 60

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~

/; ~# ,

"'\ ~ / h-1""- V o~ 40 1=

01- /, r/~ ~ \~ ~ .30 h k0' ~

0.2 a

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.05 0.02 0.03 0.04 0.06 0.08 0.10 0.16 0.20 0.30 0.40 0.60 0.801.0 1.6 2.0 PERIBD IN SECBNOS CLINTO N POWER STATION UPDATED SAFETY .ANALYSIS REPORT FIGURE 3.7-87 HORI*ZONTAL SSE RESPONSE SPECTRA CWSH -

INTERMEDIATE FLOOR ELEVATION 6821-6" E-W

FREQUENCY IN CPS 50.0 20.0 10.0 5.0 2.0 1.0 0.5 I I I 20.0 L 20 .0

! I I I I I 1_

I I I I

~

15.0 i= i I I I 15 .0 l-f-

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---. ~ all a: I- ."- ~

a:::

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) i \: / \~ ~ 0 .30

~

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0.2 a .20 I

0.1 5

- 0 .15 f-f-

0.1 Ol- D 0.0 aI- D .08 f-l-

f-0.0 6 0 .06 f-0.0 6 I l~.L ILL L I I I [lJ I I I I I [ILL I [ I I I LLL I I -' I 1 LLl 0 .06 0.02 0.03 0.04 0.06 0.08 0.10 0.15 0.20 0.30 0.40 0*60 0.80 1.0 1.5 2.0 PERI~D IN SECBNDS CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-88 HORIZONTAL SSE RESPONSE SPECTRA CWSH -

ROOF ELEVATION 730 1 -0 11 N-S

FREQUENCY IN CPS 50.0 20.0 5.0 0.5 20.0 -L I I

I I I J I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I

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0.0 5 I I I I I I Ll L Lll I I LL I I I I I _I LI 1 LLl ~ I I LI -.ill 1 .05 0.02 0.03 0.04 0.06 0.08 0.10 0.15 0.2Q 0.30 0.40 0.60 0.80 1.0 1.5 2.0 PERIBO IN SECeNOS CLINTON POWER STATION UPDATED SAF'ETY ANALYSIS REPORT FIGURE 3.7-89 HORIZONTAL SSE RESPONSE SPECTRA CWSH -

ROOF ELEVATION 730 1 -0 11 E-W

REVISION 10 OCTOBER 2001

--l FREQUENCY IN CPS 60.0 20.0 10.0 6.0 2.0 1.0 0.6

20. 0 I I I I I I I r r T .r T I r ~

20.0

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• 06OS 0.05 0.02 0.03 0.04 0.06 0.08 0.10 0.16 I I I I 0.20 I I I I 0.30 I I 0.40 O.BO 0.80 1.0 1.6 2.0

• PERlao IN SEceNUS CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-90 SSE RESPONSE SPECTRA CWSH-BASE ELEVATION(§i7/~

VERTICAL WALL

fREQUENCY IN CPS 60.0 20.0 10.0 5.0 1.0 0.5 a .0 II -L _1 20.0 f- 1 I I I I 1 1 1 II 1 1 1 1 1 III 1 111l::::

I- -

_15 .0 I-l-

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~

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.06 0.02 0.03 0.04 0.06 0.08 0.10 0.16 0.20 0.30 0.40 0.60 0.80 1.0 1.6 2.0 PERI6D IN SEC6NDS CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-91 SSE RESPONSE SPECTRA CWSH -

INTERMEDIATE FLOOR ELEVATION 682'-6" VERTICAL WALL

fREQUENCY IN CPS 60.0 20.0 10.0 6.0 2.0 1.0 0.6 20.0 I I I

I I I I I I I I I

I L1..L1.1 .1.1 i f I r r I I I I

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.06 0.02 0.03 0.04- 0.06 0.08 0.10 0.16 0.20 0.30 0.40 0.60 0.80 1.0 1.6 2.0 PERI60 IN SEC6NI}S CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-92 SSE RESPONSE SPECTRA CWSH -

MAIN FLOOR ELEVATION 699'-0 11 VERTICAL WALL

fREQUENCY IN CPS 60.0 20.0 ro.o 6.0 2.0 0.6 20.0 II I I

I I I I I I I I I I

I ,, I

,L _Llii 1 1 1 I I I ': a .0 16.0 16 .0 10.0

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.06 0.02 0;03 0.04 0.06 0.08 0.10 0.16 0.20 0.30 0.40 0.60 0.80 1.0 1.6 2.0 PERIBO IN SEC6NOS CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.7-93 SSE RESPONSE SPECTRA CWSH -

CRANE LEVEL ELEVATION 719 -0" 1 VERTICAL WALL

FREQUENCY IN CPS 50.0 20.0 10.0 5.0 1.0 0.5 I

20.0 .JI I I

I I I I I I II I I I

III I I I

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ROOF ELEVATION 730'-0" VERTICAL WALL

Fr..-cy, CPS 50 )) 20 10 S.O 3.3 2.0 to zo.O J T 20.

f-IS.0 IS.0 10.0 10.0 a.o a. o 6.0 t o 5.0 5, o

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""lid, Sec.1 CLINTON POWER STATION UPDATED SAFETY ANAL,YSIS REPORT Figure 3.7,95 (Q&R 220.24)

COMPARISON OF FREE FIELD FOUNDATION LEVEL SPECTRA FROM THE SHAKE AND SSI ANALYSIS

FrtqUtnCy. CPS 50 20 10 S.O 2.0 to .S 20.0 20. IS.0 IS. lelO 10.

  &.0                                                                                                                                            lO u                                                                                                                                                6.0 S.O                                                                                                                                           S.O

4. o 3.

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\   -

1 - - - I- - - ~- f:>.: --- I I COUPLED SSI MODEL I I I

  .2 f-                                                                                                                                              .2 f-
.IS                                                                                                                                                  IS
 .10                                                                                                                                                 10
.01                                                                                                                                                  01 f-OS I I I I     I            t           I            I   I I                I      I         I    i        *                   * .OS
     *1It     . 0)         .IM   .OS    ...   .01   .1           .IS         .2       .)       **        .S    **       .*     to               to Pwiad,Sec.I CLINTO N              POWER          STATION UPDATED         S AF'ETY ANALYSIS REPORT Figure 3.7-96 (Q&R 220.25)

COMPARISON OF DECOUPLED FIXED BASE AND COUPLED SSI MODEL RESPONSES AT ELEVATION 781' -0" (UPPER MEZZANINE FLOOR)

fr..,.nty. CPS 2Q.O 50 l3 20 5.0

                                                                           ,  ..         3.}
                                                                                               .        2.0                           to
                                                                                                                                                            ,~

2Q. 15.0 15.0 10,0 10.0

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    .IIZ        .0}   .04 .OS   .06      .01     .1         .15         .2                  .)      .4      .S   .6            **        LO          LS        to PeriOd. s.c.:

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT Figure 3.7-97 1 (Q&R 220.25) . COMPARISON OF DECOUPLED FIXED BASE AND COUPLED SSI MODEL RESPONSES AT ELEVATION 825 1'-0 11 (VENT. FLOOR)

fr~y. CPS 2Q.O 50 20 10 I , S.O 3.3

                                                                                               ,    . 2.0                         LO                   .~

2Q. IS.O IS. o lQ.0 10.o

     &.0                                                                                                                                                      8.0 U                                                                                                                                                         6.0 5.0                                                                                                                                                      S.O 40                                                                                                                                                         4- o 3.0                                                                                                                                                        3.o
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      .1                                                                                                                                                           .2 r-
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                                                                       ,..,.... Sec. i CLINTO N POWER                          STATION UPDATED         SAFETY ANALYSIS REPORT Figure J.7-98 I (Q&R 220.25) i COMPARISON OF DECOUPLED FIXED BASE AND COUPLED SSI MODEL RESPONSES AT ELEVATION 874'-0" (TURBINE ROOM ROOF)

PE.NE.TRA..Tt ON 5LcE.\IE;

               " /

C-2 WELD DET. /r~

                   --- Coo 3 WELD DE.l'.

PIPE ATTACHMENT I "

                    ; - - YA.      MIN. CONCAVE FILLE.T WE.LD
                          ',,- WELD     CLA.SS1~ICAiIO~    TO ~E
                                $oAME AS $L.EeVE. CLAS~/F"lCA.TtON
                                ~CKING ~ING TO &&

cO,.JTINUOU~. 5ACKING RINGS ARE.* Re.COMM6.ND6.D To AID FIT-UP AND Ac;,5URe. FULL PE:NETRA.1"ION weLD. IP BACKING RING Ie; OMITT60, ROOT P....~s ~HALL &1iI t-JAOe:. U~'NG TI(Q PROCESS WITH FIl_LI!5IR tv1e.iAL ADO&P, TO ACl4lEiVa Flh.L PeNt:.T~"i'ON WSLD. D8TAIL- "C-3" CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT Figure 3.7-99 (Q&R 220.36) DETAIL OF PIPE ATTACHMENT

1 I T ~NORA"

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CLINTON POWER STATION' UPDATED SAFETY ANALYSIS REPORT Figure 3.7-100 (Q&R 220.36) ELECTRICAL MANHOLE CONNECTION DETAILS

4: MAN1-40LE WALL TOP eaAo.R. L'&"P SPLICe. LEN GiH TA.e>~e. ~A.. 11 SOTTOM OF u.::--~-4~UC.i RU"-l. OTHER Bt..R A.f.JCHOR~E eoTTOM 5A.R. LAP LENGTH TA~LE. ,I ~' l: SPLICE:- LE-NGTH (TYP.) TA5LE.

• A" (cOS -IOZ/tl SHT. t)

TYP. DUCT DETA1L a MANHOLE: WALL (C.'&"TE:-GOS<Y I) CLINTO N POWER STATION ~, UPOATEO SAFETY ANALYSIS REPORT Figure 3.7-101 (Q&R 220.36) TYPICAL DUCT DETAIL AT t*1ANHOLE HALL (CATEGORY 1)

Security - Related Information Figure Withheld Under 10 CFR 2.390 CLINTON . POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.8-1 CONTAINMENT SYSTEM (SHEET 1 of 2)

Security - Related Information Figure Withheld Under 10 CFR 2.390

                                                                  'CLINTO N    POWER   STATION UPDATED  SAF~TY  ANALYSIS REPORT FIGURE 3.8-1 CONTAINMENT SYSTEM (SHEET 2 of 2)

                           ~';~1.4::-
                             ... 1"': .

IZ' +SLEEVE FOR

                                                          ~YOROc:;£N ~e:.&LER
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wel~ WA.LL <Z;~ 4> I.t>. !114 'leNT" u... (zpw t IGo' +~LEEyE (~ R£QU\RE.D) fl7D" ~. 12'. SLEEVE FoR H"mROGEN &J~ER: L.IN' t EL."72.~'-ll" CLINTO N: POWER STATION UPDATED SAF~TY ANALYSIS REPORT FIGURE 3.8-2

                                                                                <TO       i CONTAINMENT FRAMING PLAN (SHEET 1 of 6)

o* 270* OQYwfl.l WA.L.L CLlNT -Q N POWER STAT ION UPDAT ED SAFET Y ANALY SIS REPOR T FIGURE 3.8-2 CONTAINf.1ENT FRAMING PLAN 180* (SHEET 2 of 6)

b ( T,.e-c. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.8-2 CONTAINMENT FRAMING PLAN (SHEET 3 of 6)

                 ". '. I  I,' ,..'
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        ~-c!                                             CONTAINMENT FRAMING PLAN (SHEET 4 of 6)

                     ~.
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---;/LINE~ ~ Ir-" EL 7&4-9 ER STATION CLINTO N : POWANALYSIS REPORT TED SA~ETY _ UPDA .- 3 8-2 FIGURE . CONTAINMENT FRAMING PLAN (SHEET 5 of 6) I

'0 -~

   / / I I

I. CLINTON POWER STATION UPDATED SAF'ETY ANALYSIS REPORT FIGURE 3.8-2 CONTAiNt4ENT FRAMING PLAN (SHEET 6 of 6)

270* .!>\O" o'  !>D' qO' leo' E:MO INCLlH~D  !!.A.RS R o!l~'!>:O'

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a.  !

                                   /Y                ...                                                                             CONTAINMENT WALL DEVELOPED ELEVATION 2
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CONTAINME:NT WALL SECTION e Q _ Q @ : CLINTO N POWER STATION UPDATED SAFETY AN'ALYSIS REPORT Oe:TAIL

                                                                                                                                       \\

e /I FIGURE 3.8-3 CONTAINMENT WALL & DOME REINFORCING DETAILS lSHEil 1 of 2.1

70' "Ie _~~\\\\ BOT TOM R'El"-lI=ORC1N~ DOME PLAN CLINTON' POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.8-3 CONTAINMENT WALL & DOME REINFORCING DETAILS (SHFF:T 2 of ?)

REVISION 10 OCTOBER 2001

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EXTERIOR Ft>-C.E. RE,.N .....1l.0uNO EQUIPMENT ~4.iCI-1 5ECiION t..,... ( ... OOI(,N" ..~ 'S'O OUT) PAOYIOE SAlE AOOl REIMf ARIIIIIO THIS PENETRATION TO P£NETRATION 111:-] EL 141'-0" in.!! CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FI GURE 3.8-4 El. 12]*::IIO=ARY=OF=ADO+/-8ARS=i~::;=J:::::::;Ir==~I=!==#.=====!=!=1==J:::::I;I' - -  ! PERSONNEL AND EQUIPMENT HATCH

                                                                               .18 812- ADO BARS                                           ;; ~
                                                                                                                                           ~!

REINFORCING DETAILS (CONTAINMENT)

                              /flO 812" ADO BARS                                             11'BUNOlEO 18 81Z"l AADOEGUl8ARS AR 8ARS EXTERIOR FACE REINF. AROUND PERSONNEL LOCK llXJClNC FRIJI INSIDE IlIT

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                                                                                                                          ~Er~t=:CE""TS THE LE-* .... ~l... "'die....: _

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                                               .1 CLINTON           POWER    STATION UPDATED   SAFETY       ANALYSIS REPORT FI GURE 3.8- 18 BASE SLAB ANALYTICAL (SHEET 2 of 2)

175 0 Initial Conditions Containment Interior - T I04°F Interior Liner Plate Surface I

                                                             - T2      98°F*

Concrete - Liner Plate Interface - T 98°F 3 Containment Exterior Wall Surface - T 6°F Outside Air 4 TS O°F Values for T , T , and T4 are calculated 2 3 based on T , and T using steady state heat transfer methods. No credit is taken for the secondary gas control boundary. I .2.5'"' IN;,IDE 001'5ID£ Oo~+- ________ ~ ________ VALL ____

                                   ~~~       ~~~ __ __

THlcvNES5 ~ ~ ________ ~ ________ ~ 0" 1').,1

2.4" 30" T12AN51ENT TEMPEeATUQE Q~TRleUT-'ON THRU CQt-JTAINMEt-JI wALL AfTE.R LOCA.J'w'LNTE. &.)

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.8-19 THERMAL GRADIENTS (SHEET 1 of 3)

2~~--------------------------------------------------------~ 11J~IOe fACe: Of WALL "o\L ill 1.00

  ~

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. t- 150 148.4 I05.~ IOO+---------~--------_+--------~----~----~--------+_------~ o 10 20 30 50

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CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.8-19 THERMAL GRADIENTS (SHEET 2 of 3)

20U~----------~------~-----------------------------------; INSIDC FACE OF WA~L 175 ' lliU f-12(1 f-lL. 0 w 104 '-- 0:: I-c:::r:: 0::: W 0..

E w

l- dO t-

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OUTER FACE OF WALL o [I

                               /

I I I I I U 10 20 30 40 50 TIME (HRS) CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.8-19 THERI*1AL GRADIENTS (SHEET 3 of 3)

DESIGN CONDITIONS ELASTIC COMPONENT ANALYSIS CATEGORY & PRIMARY STRESSES DESCRIPTION GENERAL MEMBRANE LOCAL MEM,B RANE BENDING or STRESSES Pm Pl 1\ til til E-- E--

z; H t&J :x: CALCULATED z STRESS

                                  ~
            ~

0 -l p.. INTENSITY

x: >-

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z; CALCULAl.ED oc:

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   <          rQ                                      CALCULATED I

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              <                                          STRESS
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111 0 INTENSITY f"il. 5S m

x: -l 0 -l FOR P1+P U < h eLI N TON P'Q WE R S TAT I Q N UPDATED SAFETY ANALYSIS REPORT FIGURE 3.8-20 STRESS CATEGORIES AND STRESS INTENSITY LIMITS FOR DESIGN CONDITIONS

NORMAL AND UP5ET OPERATtNC CONDtT,,[ONS ELASTIC .COHPON~NT At'ALYSIS CATEGORY & PRIMARY STRESSES SECONDARY STRESSES PEAK STRESSES DESCRIPTION OF STRESSES Pm 1 Pl I Pb Pe I Q F I

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VI VI f-< f-< Z ..... X CALCULATED

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z ..... r1 STRESS I 0 ~ p. X >' INTENSITY 3S m 0 f-< u ..... FOR P e VI VI Z VI I&J I&J f-< p:: Z f-<O ..... m!7: IS. r

          <m

[3S. p-

   ~       Ul                                   CA LCVLATED                    CALCULATED 0        I&J p::                                   INTENSITY                      INTENSITY VI     .f-<                                      FOR                           FOR Z        VI 0                                            Pl+Pb+Pe+ Q                   Pl+Pb+Pe+Q+~
    ..... I&J f-<

z

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0 0-1 U < CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.8-21 STRESS CATEGORIES AND STRESS INTENSITY UNITS FOR NORMAL AND UPSET CONDITIONS

EMERGENCY CO~DITIONS ELAST(C COMPONENT A~~ AL YSIS* CATEGORY & PRIMARY STRESSES DESCRIPTION GENERAL MEMB RA~I E LOCA L MEMBRANE B'ENOTt'G OF STRESSES Pm PI Pb L..-J

                                                   ~-
                                                                         ~-J til   til CALCULATED             THE LARGER f-<   E-<         STRESS          S   OF: 1.2S m

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til CIl Z til ILl IlJ E-< p:: z THE LARGER CALCULATED E-<OH tIlZ OF: 1.8 Sm ~ STRF.SS

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   ~

0 ILl p:: til z 0 H f-< til IlJ I f-< ....l

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    ~

0 (TRrAXIAL --:-~ STRESS ~ OF: 1.8S m u < STRESS) INTENSITY OR 1.55 Y FOR P 1 +Pb CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.8-22 STRESS CATEGORIES AND STRESS INTENSITY LIMITS FOR EMERGENCY CONDITIONS

FAt.:L'lED CONDITIONS INELASTIC SYSTEM ANALYSIS. ELASTIC CO:-lPONENT ANALYSIS CATEGORY & PRI!-!ARY STRE~SES DESCRIPTION GENERAL !-!E!'1I3RANF. LOCAL !-!EMBRANE BENDING OF STRESSES Pm P1 Ph T L-r-' L-~ Vl Vl CALCULATED TH E LARGER OF: f-< f-< z H STRESS O.7S u

                                       ~

tal

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tal f-< c:r: z 1.5 TIMES CALCULATED HOt-< U)Z THE LARGER OF: > STRESS

         <.tn                                ~

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    <       co Z       <

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t:

0

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0 u

            ..J INTENSITY     -=-    O.7S u OR FOR Pl+Pb          Sy+(Su- Sy)/3 CLINTON      POWER   STATION UPDATED    SAf"ETY ANAl.YSIS REPORT FIGURE 3.8-23 STRESS CATEGORI ES AND STRESS INTENS ITY LIMITS FOR FAULTED CONDITIONS

CPS/USAR Figure 3.8-24 Deleted REV. 10,October 2001

d' o*

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                                                                                                                                                                                                                                                                                                      ~E.CT10"1           A-A FIGURE 3.8-25 REACTOR SHIELD WALL (SHEET 1 of 2)

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                                                                                                                                                                                                                .....'7!5d-c' CLINTON     POWER     STATION UPDATED  SAFETY ANALYSIS REPORT FIGURE 3.8-25 REACTOR SHIELD WALL (SHEET 2 of 2)

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                                        "/I£l.,130'.~.'\ 11"-

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                                                                         "                                                                                                                                                                                                                                                                           r, "II Ii "II/I II            II                                                              1/               II              1/                   11 I           ("                             II                                                II                                                                                       II            /I            Ii
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t REACTOR =tDESTAL DEVELOPED ELEVATION -- EXTERIOR FACE CL-lNTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3,8-32 REACTOR PEDESTAL DEVELOPED

EL.B28'-3'/ r--- - - 6'-0 11

                                                            ¢ co"," TAl NMt:.NT 10.8                              - - - , 10.2 T           5.3      L:::.--------h       1.7
                                    .. p 2.1           2.2
                                                                                                                                       +

7 J " i:.L.1S5.0 , 0.6

                                  " "J>
                                             ,4     ~                                          8.0 -      G9.0                 23.5  -I I

7.8

                                   \    '
                                      ~

I

                                  <1 GI:.N ERAL NOT~5 FOR F'ORCE. PLOTS I. ALL MOMENTS ARE IN FT- K 1FT AND FORC6.5 IN K/FT

2. MOM I:.NT5'rIF P05ITIVE:.)

INDIC ATE: E.N510N ON T ~E. OUTSIDE. FACE

3. FORC £:. 5) IF pO:'I'TIVE.)

INDIC ATE. TE..NSION 4 I E.L.7/2.0 I 59.,J 10.4 - \84.0 570 14.8 J 4 .

                      -- ?-

P'

                             ~            I>            -"p-
                                  ?           p fv1 ='=<I DIO NAL    ~OOP      M~RIDIONAL             HOOP                      RADIAL vOMENT         MOME:NT       ~ORCE.             FORCE.                     SHE.A.R DEAD LOAD CD)                                 CL INT ON    POWER    STATIO N UPDATED" SAFETY ANALYSIS REPORT FIGURE 3.8-33 FORCE & MOMENT PLOTS - DRnlELL
                                                                                                                                                  " (SHEET 1 of 4)

l.B28'- 3"

          ~
           ,:}

G1-0 11 4;;;. CONTAINME.NT

                               ""()

I

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          . A*    r:?

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                                                                 /

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NOTE:. - , -~ . I FOR GENf:RAL NOTE5 SEE. =:'~EE.T I J EL.71z'-O 0.0 1.7 20.0 G.O P' ---.L_---L_ 1.8 t7 'd 7-

                      .,.e;                                        ~

P 17 vE-RIDIONAL HOOP ME.R.I DIONAL HOOP RADIAL MOME.NT MOM~NT FORCE.. FORCE. SHE.AR

                                                                                              =='OOL WAT~R LOADING (H)                   CLINTON UPDATED  SAFETY POWER     STATION ANALYSIS REPORT AZIMUTH  ~OO FIGURE 3.8-33 FORCE & MOMENT PLOTS - DRYWELL (SHEET 2 of 4)

                     ~L.82B'- ----      3" r--

J::. .

        . P" (0'-0"
         ~

4.CONTAINMe=.NT (J S6.5

                              ~,

3B.1 7

                                 \Q                 E..L.803'- 3 11 20.1                 t                                    14.7
             ~    .
                . 4 f:>..                                                                                                                                            28.2 I'
                                                ~
                                          ?

38.7 39.(0

                                                ?

j I 5~OJl 34'-6/1 t 237 I I I t;.L .755'- Oil A' .~ 4 ~. ~

39.0 157.0 t> ~

A t + 9.0 + NOTE - I FOR GENERAL NOTE.S SEE 5HE.E.T I 39.0 J> l E.L .712~O"1 3~.O 72.0 33.0 I

                           ~
                                    ' \
                                           ~

J I ~

                                                                                  ~:=..RI DIONAL            t-lOOP        Mt=.RI DIONAL      HOOP               RADIAL VOMENT               MOM&NT             FORCE.         FORCE.              SWE.AR ACCIDI:.NT PRESSURG CPa) LOADING                  CLINTON     POWER   STATION UPDATED  SAFETY ANALYSIS REPORT AZIMUTH    90° FIGURE 3.8-33 FORCE &MOMENT PLOTS - DRYWELL (SHEET 3 of 4)

                     ~L.B28'- ;5'1
       ,~ ...

p-ro/-O t r---- 4 CONTAI NMEt-JT 26.4

                                  ~

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         ,.                      -.1
                                   \9 17.4 E.L.B03'-- 3'1                                                                                           14.2
                    -v J                                                                                                                               t2.G r, _ b -                                                                                                   --==:;=;::~~
                 ,                              - t::.

11.0 30.5 30.5 66.8 1 J:> J J' 5~OI/ 34/-G 11 ..

                                                                ~L.755J-O'1                 43.8          43.8                        127.6        127.G jj -
                                                ,-j ~-

d 17" ----' 130.7 1'?9.7 4' NOTE FOR G E.NE:.RAL NOTES

                                                                                                                                               +                                           + -

SE~ S H!:ET I 20.0

                                                   ~

A t;.L.7121-0" 292.0 137.<0 137.<0 _...£-_J.-----I._ J:>

                                                           , : ':4'
                         ..--' ;..-  '(if'     ~                               ?0-Il"
                                           ,.J
                                                                                               \ '=.RiDIONAL           HOOP            ME.RIDIONAL                !-lOOP            TANG~NTIAL MOM~NT              MOME.NT              FORCE:.                FORCE                   SWG.AR SAFE       S~UTDONN EART~QUAKE LOADING                         (E.')                        CLINTON    POWER    STATION UPDATED SAFETY ANALYSIS REPORT A21MUTH   C?>OO FIGURE 3.8-33 FORCE &MOMENT PLOTS - DRYWELL (SHEET 4 of 4)

 ~ CONTAINMENT BLDG.

r-CONTAINME.NT POOL WALL~ I I

               --- DRYWE.LL WALL CLINTO N' PO.'!:.~      STATION UPDATED  SAFETY UALYSIS REPORT FI GUP.: -:.8- 34 ANALYTICAL MODEL :~ :PPER PORTION OF DRYWELL =~UCTURE

CPS/US AR FIGURE 3.8-35 HAS BEEN DELETED CHAPTER 03 REV. 18, OCTOBER 2016

DOWELS SAME ASTC_ Lf!l-OT 5 BARS WITH STO HOell( AT ENOS

                                                                            -Sf       ST L4/4   "",4 4'-

L3

                                                                                                                                                                                                         '=~---~

EJOD TYP£ I END T~ Z END TYP£ 2 END TY~E ~ END SUPPOf<T INTERMEDIATE ~T INTERlilEllIATE SUI'O'ORT INTE ....EDlATE SU'PORT DETAIL 3.8.1 TYPICAL BEAM REINFORCING ARRANGEMENT

                                                             ......-Te BARS AT CORNERS TOP BARS                            BOTTOM BARS                    SllARUPS
                                                                    ~'-i ____:C--- TF BARS                                           8AR                                                                              STO.
)" CLEAR ~OR E -w EEAM                                                                                                               SIZE        SPLICE           IlEVELOPIoIEHT          SPLICE                     HOOK   ~

Ir TOP BAP 5 INTERFERE L8- ST L8-0T LB-SB LB-DB L-BS W!rH N-5 BEAM REINf" fOI1 BEAMS ON COL RON FIRST LAYER 1<1 s' ONLY SECOND LAYER THIRD LAVE" Is 10 "Is 27" 21' 19" IS" IZ" 17 36" 28" 26" 2et I."

                                                                                                                                       "Is           47" 59" 36" 46" 34" 43" 26" 33" 16' 19"
                                                                                                                                      -"'10          75"                5."                  54"            42"         22"
                                                                                                                                      #)1            92"                71"                  66"             51"        24" ms. SCHEDULE IS BASED ON            31500 PSI CONCRETE, 60,000 PSI REINFORCING lIARS, AJJ:.? el:l.f'6 "SPACI!!!'r.:: ~ ~e-.6.'Si v,,' OL.,; Cl!'~itfr I_ATI!!'~A,-_v.

SECTION A DETAIL 3.8.2 SPLICE AND DEVELOPMENT LENGTH SOtEDULE FOR CONCRETE BEAM REIIIfORCEMENT

                                        /   /

STD HOOK/ TYP: 2 STIRRUP TYPE 3 STIRRUP CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPO~T FIGURE 3.8-36 TYPICAL BEA~1 REINFORCING DETAILS

t SUPPORT SUPPORT SUPPORT rt TOP OF

                                       ;r:C;URAL TOP OF
                                                                                                                                                                                               ~
                                                                                                                               ~

TOP OF STRUCTUiIAL SLAB I~l '.. OWLS TO MATCH SLAB REINFORCING OWLS TO MA1CH SLAB RElNF1lRClNG-

                      .-. '.                                                                                                                                                                                      .0,,. )f.
  ... "STMGf:"

k*.l:J

                                                                                                                                                                                                              *"4    **~.
     .,.       DETAIL 3.9.1.2 SPUC£                                              STAGGER SPLICE   _~/,,--__~.--/                            ...
                                                        /                  DETAIL 3.9. I. 2 CONSTRUCTION   / ~ V:

JOINT ~~ ~.

                                                             .:~                                                                                                                            STAGGER SI'UCE DETAIL 3.9.2.2 ITYP.1 ClEAR SPAN ITYPJ           IWALL OR COLUMN I                                                                             DETAIL 3. 9. 2 . I DETAIL 3.9.1. I                                                                                                             TYPICAL SECTION OF SLAB REINFORCING FOR SLAB WALL I SLAB JOINTS TYPICAL SECTION OF SLAB REINFORCING FOR WALL I SLAB JOINTS I
                                                                                                                                                                                                                                                           ~

WALL FACE OF WALL AND SUPPORT

    ~*sUPPORT                                                ~    SUPPORT                                     SUPPORT SPAN ILl                                                              SPAN ILl          SPAN ILl I     I
                                               -                                                   A                         A DETAIL 3.9.2.2 DETAIL 3.9.1. 2 TYPICAL SECTIONAL PLAN OF STAGGER SPLICE FOR TOP t BOTTOM REINFORCING
   'ryPlCAL STAGGER SPLICE FOR TOP REINFORCING                                   TYPICAL STAGGER SPLICE FOR BOTTOM REINFORCING
                                                                                                                                                                  ~
                                                                                                                                                                     ~

J! ~I~I F

                                                                                                                                                                           ,.0 .~

TYPICAL SLAB CONSTRUCTION JOINT CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.8-37 TYPICAL REINFORCING DETAILS (SHEET 1 of 4)

COLUMN n~~~~F---~- VERTICAL REINFORCING BEND POINTS OF OFFSET COLUMN B~ ------- TOP OF STRUCTURAL CONCRETE VERTICAL REINFORCING TO!' OF STRUCTURAL CONCRETE BEND POINTS OF orFSET TIf:S, SEE DETAIL 3.7.7 BARS TIES, SEE OETAIL 3_ 7_ 7 BEAM VERTICAL REINFORCING*

                                                                                                                                       .. 'B'E'A.M~~""t:~::~I!!!I!!!II~~~1J~                     CONSTRUCTION JOINT, DEtAIL 3. 7. I                                                                                                        DETAIL 3.7. 4 COLUMN TERMINATION AT TOP COLUMN AT ..TERMEDlATE FLoat WITH 3* OR LESS OFFSET (DETAILS 3_7.S All) 3.7.6 MAYBE USED AS ALT£tINATEI COLUMN RTICAL REINFORCING                                                                                                                                                 HORIZONTAL REINFORCING BEIil POINTS OF OFFSET                                                                                                                                                                                                                              VERTICAL REINFORCING

~ -- COLUMN

                                          ~~eiiiil-l--SPUCES VERTICAL REINFORCING
                                          ~                                  SEE DETAIL 3.7_ 7
                                                                                                                  ~~            __OFF
                                                                                                                        ~___S__OF ___ SE_T~~-----~-----__                                         DOWEl.S TO MATCH VERTICAL TOP OF STRUCTURAL   ~

REWORCING Sl'UCES ~ DEEP KEY SEE DETAIL 3.7. 7 TOP OF MAT FOUNDATION BEND POINTS OF OFFSET TIES. SEE DETAIL 3.7.7 DOWELS TO MATCH BARS , VERTICAL REINFORCING 0'

• BEAM VERTICAL REINFORClNG---------.:..L.t---"t----t I

                                                               --"--'----CONSTRUCTION JOINT, 0 ...* _-1            TOP LAYER OF MAT BOTToM REINFORCING BEAM--~---:=~jj~~f=~;tl VERTICAL REINI'IR:IIOG;------~-                           I DETAIL 3.7.2                                                                                                           DETAIL 3.7.5 COLu.... AT INTERMEDIATE FLoat WITHOuT OFFSET WALL AT MAT FOUNDATION COLu.... AT "TERMEDIATE FLOOR WITH MORE THAN 3* OFFSET (DETA'-S 3.7.6 MAYBE USED AS ALTERNATEl COLUMN                                                                                                                 COLUMN
                                                                                                                                      -===-__

VERTICAL REINFORCING lE~;t;;;;~-----VERTICAL BEND POINTS OF Qff1IET REINFORCING BARS ----~ DOWELS TO MATCH

                                                                                                                                                                                                   ~        RE~ORC..G.

BEIil POINTS OF OFFSET SPLICES BARS _ _--=0::::--_____ SEE DET..L 3.7. 7 TOP OF MAT FOUNDATlON __________ _ TES. SEE DETAIL 3.7 7 BEND POINTS OF OFFSET BARS TIES. SEE DETAIL 3.7.7 CONSTRUCTION JOINT.

                                                              ---'--I---DOWELS TO MATCH VERTICAL REINFORCING ABOVE.                                                                    AlI--+----ilI--->,---           CONSTRIICTION JOINT.

SPLICES. SEE DETAIL 3.7.7 STANDARD tfOOI( (TYPICAL)

                                                                           'DOWELS TO REST ON TOP LAYER OF MAT BOTTOM REINFORCING OR ON HIGH CHAIRS VERTICAL REINf"GWOiiiiW---- -       -

CLINTO N POWER STATIO N DETAIL 3.7.3 DETAIL 3.7. 6 UPDATED SAFETY ANALYSIS REPORT COLUMN TERMINATION AT BASE COLUMN AT INTERMEDIATE FLOOR WITH OFFSET (ALTERNATE TO DETA'-S 3.7.4 Alil 3.7.S' FIGURE 3.8-37 TYPICAL SPLICE DETAILS OF VERTICAL REItEORClNG TYPICAL REINFORCING DETAILS (SHEET 2 of 4)

1-"---- SIZE OF NORTH AND SOJTIi FACE f COL~ COL~ STAGGER CLOSURE LOCATION OF PERIMETER CLOSED TI E I TOP OF STIlUCTlJRAL / TIES AT BEND POINT

                                                                                                                                                  ..~

CONCRETE

                                                                                                                                                          ~

t; t;

                                                                                                                                                                                  ~ ;X~*            .".: '::-(~:L*,,*,.'II                ~tE~~TijT~~~~,Ja. T~AR.
                                                                                                                                                  ..Ii!t; ..
                                                                                                                                                  ~       ~

i ~ ~ COLUMN

.. , :',.:. ,::~.::

STAGGER PL ACE ME NT. SEE SECTIONAL. PLAN 3.7.9

                                                                                                                                                             -' to-: c

i ~

                                                                                                                                                  ..:s N

in li

                                                                                                                                                          <n 0:
                                                                                                                                                          ~

CLOSED TIE VERTICAL REINFORCING SPACED EQUALLY -______ ~ ~--OOWEL OR OFFSET VERTICAL REINFORCING FRO.M BELOW TOP OF CONSTRUCTION. _____ JOINT. * . ~ SECTIONAL PLAN 3 .7. 8 ARRANGEMENT SYMMETRICAL ABOUT E OF COLUMN COLUMN

                                                                                   .c ~~RlME1'ER TIE   tJ     CLOSED (TYPICAL)
                                                                                                                                                                                   ~.~~         .*. ~

(FOR INFORMATION NOT NOTED)

                                                                                                                                                                                                       'SEE SECTIONAL PLAN 3 7.8

eUI ~." :.

                                                                                                                                                                                 .~*.~. -:0. ': .* /. :::~ :

V . ilNTERMEDlATE HAIRPIN TIES {) STAGGER ARRANGEMENT AS SHOWN F¥¥=i=****=*"';t:::::ff IN' SECTIONAL PLANS 3.7.8 AND 3.7.9 INTERMEDIATE HAIRPIN TIE (TYPICAL) (STAGGERED PLACEMENT)

                                                                                                                                                                      ~ COL~~~     ~.~;      ,I>,        .~. ~b: :l Ii                                                                                                                     ~.A.'*"                .-<1."    -6:"':';';"

.. . . "'" .. ~;.:.: ...

                                                                            .l                                                                                                                                                             PERIMETER   CLOSED TIE I

SECTIONAL PLAN 3.7. 9 I /~IES AT BENO POINT ARRANGEMfNT SYMMETRICAL ABOUT ~ OF COLUMN Ii ARRANGEMENT OF VERTICAL REINFORCING AND TYPICAL TIE SETS

                                                                                          '>.SEND POINTS OF OFFSET:

1==1~~1/ BARS' - TOP OF STRUCTURAL CONCRETE

                   .\ .... ~I .

I

I.*'*. . L*:.-*\..*.:.J..-+~+-*f--I-*.-.\...*..l ..

                                                                                .. i-~ ~ ::<~. ~         '-I BOTTOM JOINT. -

CONSTRUCTION 7 ~DOWELS OR VERTICAL REINFORCING FROM 8ELOW CLINTO N POWER STATION DETAIL 3.7.7 TYPICAL COLUMN ELEVATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3,8-37 TYPICAL REINFORCING DETAILS (SHEET 3 of 4)

HATC:HIN<5 RClirtJF. IN EACH DlRE::CTlON Sl-iAL.L.. ee PLACED.t sPLICED BY 2- *c&ADOITlOft.JAL eoRS FoR DEveL~ LEN6TH CADWeLDIN<$ WHEN OPNG. IS I'ACH FACe AT CDllIoIEe LIT see SCHEPlJlE. THIS TOe.; CLOS&P cTT'P.) DIAk:i. /'-1ItJ. 2'-(2)' 2*AOPtTIO>.iAL fWOS __-::-...:--..11'1-"" EAcH FACIO TO MATO! VERITCAL WAll REII-lF.

                                                                                                                                                                                                      !;AOi $ICE: .,.. _ .
                                                                                                                                                                                                                                                                                         /"

2-A..I:X)IT~""~

                                                                                                                                                                                                                                            -...eM   ~...c.-. TO '-'-'"T'CM Io4C:I"ZON'TAL,. ~N'"

TOI"

• eaT. OF- _ _

SEC TION A - A TYP. RE:/NF: IN WALL AROUND TYP RC1NF: AROOND A ADDITIO~AL /e&II-JF ARaJND rE:Ml"tIf'AfY Of'1J6. AN OPNG. AT fLOOR LINE: COlJ-SH:'UCTltll-J OPNG.IN WALL IN WALL WITH MAIN ~NF-. IN PLACE: DETAIL 21-B5 DETAIL 21-84 DETAIL 21-85

                                                                                                                                                                                                                                                                                      'i~_'OK WA!.L n'"~1                WAlLOfIfCO(,..       WALL SI..A8    Oft e.eAM I'OIl e.MS /j' F<lI<_~.

2 ArlOITIONA!.. OIA<5Of.IAL W. S'b) e.ARS eA01 Fo6CE- SIZE 11:> (lFREQ t-~

fo'IATC'i LARGER OF- Tt-tE: SLAe> GIl;! we.u. RE/Nf.!TTP.1 \-_tL_ A~HAX.KEr WITH DlAEiONAL e.o.JI:S MAY eE OM ITrEO IF NO INTERFERIIolG WI Ret"""F='. IS INTE.ptJ;;:UPTI!.O l~cJ TYRl'" THI: REINFORCINdi. SEE ol!:r. 21* "l4 FN:e OF 0PN6. EXTCRIO~ INTERIoR. WALL WALLOR"",

                                                                                                                                                                                                               '\, T' SEI21eS c.ADWelO
                   ----~~,J=_@"VJ,!!'-S
                                                                                                                                                                                                                 .", .l.Al2!5ER BARlS""'-'r' SLE&VE- (TTP.)f'<)Il.

ce"'Te.Fl:S (TYF'!) ACCITIONAL!oIIa _ . W ClF Ii!:~~DJ-r-.

                                                                                                                                                                  .L....Itr.....

1

                                                                                                                                          '"Y'O """""t'I:.H u ........_        ...O..,.           <.TV~

HAT TYP. RE:/NF AROUND PIPE: 5LEEVE TYP. REII-JF AROUND A I<ECT. oPN<::i.IN WALL TYP. REINF: ARaJND IN WALL OR SLAB \.11TH 48' MAX. SIZE 01< SLAe WITH LARGE12 DIMENSION 48' MAX. C~STeuCTIOIJ OPlJC:o IlJ -SLABS TYPICAL CON6Tt:eDCTION JOINT OE:-TAIL.& DETAIL '21-8<0 DETAIL 21-87 DETAIL 421-88 DETAIL 21-8~ FOR l>EVIi.LO",,,,,EW"T L-1i. .... Gi'T .. L .. T ....... ~.. ~l>U'-~ 'TIU'" 'l>_~ Mllrtr.J. ~~ Q.- I 1

                                                                                                                                                                                                                                                                                                               'I!           I I--I?EF'lECTE'O NOTE
                                                                                                                                                                                                                                                                                              --~

--- 1\ .----- c?' f'l!1I.IF' TYPICAL KEYWAY DET!II.IL -~ "\ [t--. ~ / -- ~

                                                                                                                                                                                                                                                                                                              ~0 IS IDENTK:AL FOR WALL                                                                                                                   ~-

TO I.II6.LL CONSTI2OCTION

                                                                                                                                                                                        ,JOINTS 1--      -                 f--   -

L -

                                                                                                                                                                                                                                                                                              ~~                                         -  -

I

                                                                                                                                                                                                                                                                                                                )            I r

I r

                                                                                                                                                                                                                                                                                                                      )(                 eell.l'" AT <;F'ACIJ.J6 (X)
                                                                                                                                                                                                                                                                                                                  ~ 10- E'Erl.l"        e~ 1I.ITE'fflJPTE'O I!IY DETAIL 21-':!>O TYPICAL KEYWAY DETAIL A'D'D'T\Qt.4A.1... e. ...k4t 1#'1- EA.F""' TO M,,=H
                                                                                                                                    ...MW ...~..".

CLINTO N POWER STATION ow. .*C£t...f.TE.tll:.1ao T'1P. DETAIL 2:1-0)2: IJO AOt7!TIOUAL 6A~ tl'OUlr~"

                                                                                                                                  .lI".                                                                   ~()t '!ol'" tW OI'fl.lI!J60 ..1.41./6 W"L~, ()t    Ef....

FIGURE 3.8-37 ADDITIONA.L RE.II-JFORC,lt-.lG A.ROU,,",b TEMf't'I."Af'Y

                                                                                                                                                                                                                                                                                           -;YP!CAL DE.TA.ILS I"'tlE' PLACI1J6 TypiCAL REINFORCING DETAILS OPNG.I"-J I=LOOR WITH M~I"-' REJl-4F.'~ PLAC.E 1?f.lhlF. AI?OUlJtI Ol"lJ6.~U:EVE. E'MBEtI.cTC.

(SHEET 4 of 4) r:~fOF ItII WAAA.~ t!E"Y DET1I.\L '2.1-91 eeAM DETAIL ZI-'M

Heavy Hex. Nut t=!::~~~--- Standard Washer ---~t::!::~~ Plastic or approved equal plug

                            ~ Rough Concrete         ----=::!"---.........tf-I-IHTr------

Bolt standard Pipe w Heavy Hex. Nut 6-Welds 3/16" X 1."  ? Pipe cup or 3/16" oC--_ _ Square Head steel Plate Square 4-Welds 3/16"x ~" Cup --~~~~~- TYPE-l TYPE-2 TYPE 1 AND 2 BOLTS BOLT DIAM. 5/8" 3/4" 7/8" 1" 11.11 l.§." l~" 2" 2-t-" 21

                                                                                     ;-;;" 2*"   3" SLEEVE        11."

2 2" 2" 21." 2 3" 3" 3~" 3~" 4" 5" 5" 5" SQUARE T 3/8" 3/8" 1/2" 1/2" 5/8" 3/4" 3/ 4" 3/4" 7/8" 7/8" 1" 11." 4 PLATE WASHER W 3~" 4" 5" 5" 6" 6" 8" 8" 9" 10" 11" 12" Z 11." 2 2" 2" 21." 2 3" 3" 3~" 4" 5" 5" 5" 6" CUP Y 2" 21." 2 21." 2 21.11 2 3" 3" 3t" 3~" 4" 4" 41." 2 41." 2 Note: The plastic plug will be removed and the pipe sleeve filled with grout after the equipment has been set in place. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.8-38 TYPICAL ANCHOR BOLT DETAILS FOR SEISMIC CATEGORY I EQUIPMENT

EL. 927' -0" EL. 906' -0" SPRING LINE EL. 862'-6" EL. 8 4 4 ' - 0 II 2 2 1-1 DOME SECTION 2-2 CYLINDER SECTION 3-3 BASEMAT SECTION R = 62'-0" 1-------:==-=------- ---- LIN~ R 58'-0" 3 EL. 7 12 ' - 0 ,I

  \      -  \
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3 CLINTON POWER STATION' ,I UPDATED SAFETY ANALYSIS REPORT FIGURE 3.8-39 CRITICAL SECTIONS IN CONTAINMENT STRUCTURE

CPS-USAR 58 5756 5S 54 r57 ~ 55 5--:r-;a

                                                                                              *HEMISPHERICAL DOME
                                                                                                         .,6
                                                                                                  ~T~
                                                                                                   "'i4 44-43 ~ _      SPRING LINE 42
                                                                                                        +.q2
                                                                                                    -41 t41
                                                                                                   .tTO 40 i                                                  39
                                                                                                          ~

38 38 3, 37 35 t3? 34

                                                                                                         '34-331 3z.

3g 6)10)1@1@1 .31 3L

                                                                                                              -CYLINDER WALL LAYER NO. I MA'i'ERIAL 1 - 6      CONCRETE 7 & 9      HOOP STEEL 8 & 10     MERID. STEEL 11      I STEEL LINER TYPICAL LAYERED SHELL FINITE ELEHENT FOR NONLINEAR AUALYSIS c:
                       ~O
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o b o o o o t.n N M e CLINTON POWER STATION ( d/ d) OI.Ltru 3:CIQSS3:CId UPOATEO SAFETY ANALYSIS REPORT FIGURE 3.8-41 PRESSURE RATIO VS. HOOP STEEL STRESS IN CONTAINMENT CYLINDER (EL. 844 FT.)

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en

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II I 8 I o en I ~::ll~ CU M o N o o o M N r-l CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.8-42 PRESSURE RATIO VS. MERIDIONAL STEEL STRESS IN CONTAINMENT CYLINDER (EL. 844 FT.)

                                                .,-i en
                                                ~

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J H H

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o e ( did) OIiliVH ~~nSS~~d eLI N TON PO WE R 5 TAT ION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.8-43 PRESSURE RATIO VS. HOOP STEEL STRESS IN CONTAINMENT DOME (EL. 906 FT.)

                                                                                      '.-1 til
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o 12 ( did) OIili~ ~UOSS~Ud CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.8-44 PRESSURE RATIO VS. MERIDIONAL STEEL STRESS IN CONTAINMENT DOME ( EL. 906 FT.)

p PU = 6.33 REINFORCEMENT YIELDING cU a p.. p.. 6.0 o H 8

                                     ;il 5.0
                                     ~                            LINER  .,

o Cf.l Cf.l YIELDING I r.l I p:: p.. 4.0 STRAIN AT CONCRETE CRACKING - 0.lX10-: 3 STRAIN AT LINER YIELDING - 1.47x10_ 3 3.0 STRAIN AT REBAR YIELDING 2 A5x10 C

                           "'0 00
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LEGEND: REAL SOURCE (BUBBLE)

. . . IMAGINARY SOURCE
. . . IMAGINARY SINK FREE SURFACE POOL BOUNDARIES CONTAINMENT PEDESTAL CLINTON           POWER        STATION UPDATED       SAFETY ANALYSIS REPORT FIGURE A3.8-1 ARRAY OF IMAGINARY SOURCES AND SINKS FOR METHOD OF IMAGES MODEL OF SUPPRESSION POOL

CONTAINMENT DRYWELL/ CL OF RPV SEE FIGURE A3.8-4 FOR SECTIONS NOTES:

1. NOT TO SCALE.

2. CROSS HATCHED VENTS ARE ATTACHED TO ADS VALVES.

3. RAMS HEADS ARE ORIENTED CIRCUMFERENTIALLY.

CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.8-2 PLAN OF CLINTON SUPPRESSION POOL SHOWING THE VENTS ACTIVE IN THE SYMMETRIC LOADING CASE

CONTAINMENT

                         /                                     SEE FIGURE A3.8-4 FOR SECTIONS.

NOTES:

1. NOT TO SCALE.

2. RAMS HEADS ARE ORIENTED CIRCUMFERENTIALLY.

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.8-3 PLAN OF CLINTON SUPPRESSION POOL SHOWING THE VENTS ACTIVE IN THE ASYMMETRIC LOADING CASE

I 1::"1> - Sj40 INITIAL 6'5'~ AIR BUBBLE-LOCATION SECTION B-B RAMS HEAD

    .,;.         ~-.'.'
    'I:~:&~:~'

n:;:':\~~-"----~~~ 6.47'*<~*~

    * ' ',O~. ,,:
      ~: 7*.'.~*.*                                        lO"CP -   Sj40                     CONTAINMENT
       ... ~:.o: ...: .
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I 6.47 ,~~.} .

• _ ,0

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                            ".                        DRYWELL              o I                                            I 39

• 5 ' R -----I~~I I I I I 44.5'R ~I I I I I 47.0'R---_~1 I 54.5'R---_~1 I I

62 . 0 ' R ------4~-:1 SECTION A-A 0- ONZONESPOOLFORBOUNDARY. PRESSURE LOADING CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.8-4 CROSS SECTION OF SUPPRESSION POOL

1.00 0.75 0.50 0.25 0.00

      -0.25 w

cr:

)

- (J) (J) w cr: (L -0.50 .w o a: cr: w a: o -0.75 w N a: L: cr:

 ~    -1 .00 0.00      0.10     0.20     0.,30    0.40 0.50            __________________________

0.60 O.7~O ~1 TIME RFTER FIRST BUBBLE CLERREO(sEC) CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.8-5 SYMMETRIC WALL LOADING ZONE 4 NORMALIZED AVERAGE PRESSURE

1 .00 0.75 0.50 0.25 i

                                        )

( ( 0.00 u z

     -0.25 1
            --I I

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c n::

IT

r::

w z: -0.50 (JJ o .u f-- (JJ o -0.75 w N

 -1 IT

c n::

 ~   -1.00 0.00         C.10     0.20       0.30    0.40   0.50 0.60 0.70 TIME AFTER FIRST BUBBLE CLERRED (SEC)                       CLINTON POWER        STATION UPDATED   SAFETY ANALYSIS REPORT FIGURE A3.8-6 SYMMETRIC WALL LOADING ZONE 4 NORMALIZED 1st COSINE HARMONIC

1 ~ 00 0.75 0.50 0.25 0.00

                                    \

u -0.25

z D

L: 0:::: IT I W

z -0.50 (JJ D

U o

z N

o -0.75 W N .-J IT z:: 0:::: D

z -1.00 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 TIME AFTER FIRST BUBBLE CLEARED (SEC)

CLiNTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3. 8-7 SYMMETRIC WALL LOADING ZONE 4 NORMALIZED 2nd COSINE HARMONIC

1 .00 0.75 0.50 0.25 0.00

                                                                    /

u -0.25 I I w z -0.50 (fJ ~ u o -0.75 W N

   -1 .00 i I I I I  i i i i I  i i i i I  i I

0.00 i i iii I 0.10 0.20 0.30 0.40 0.50 0.60 i 0.70 TIME RFTER FIRST BUBBLE CLERRED (SEC) CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.8-8 SYMMETRIC WALL LOADING ZONE 4 NORMALIZED 3r d COSINE HARMONIC

1.00 0.75 0.50 0.25 0.00 u -0.25 z o

L 0::::

a: I W Z -0.50 (jJ o U I I- '<t" o -0.75 W N -l a:

L 0::::

o z -1.00 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 TIME AFTER FIRST BUBBLE CLEARED (SEC) CLINTON POWER STATION

                                                                  . UPDATED  SAF'ETY ANALYSIS REPORT FIGURE A3.8-9 SYMMETRIC WALL LOADING ZONE 4 NORMALIZED 4th COSINE HARMONIC

1 . 00 0.75 iI

\

I i 0.50 \I Ii

                                         ~
                        ~                t 0.25
                              \

0.00

                              \              \

I I

                                             \
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I w a:::

J

    -0.25 i
                     /

(JJ (JJ w ~ -0.50 w Cl cc a::: w cc o -0.75 w N -1 a: l:: a::: ~ -1.00 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.90 -1

• 00 TIME AFTER FIRST BUBBLE CLEARED (SEC)

CLINTON POWER STATION UPDATED SAFETY A~ALYSIS REPORT '. FIGURE A3.8-10 ASYMMETRIC DISCHARGE WALL LOADING

                                                                          - ZONE 4 NORMALIZEO-AVERAGE-PRESSURE-

1 .00 0.75 0.50 0.25

                                                              \ ~\

V 0.00 u -0.25 z

  ~

1:: a::: , cr:

r:

. w z -0.50 CfJ

  ~

u o -0.75 w N

. -cr:
    .J 1::

a:::

   ~     -1.00 0.00       0.10     0.20      0.30     0.40 0.50 0.60 0.70      0.80         0.90       1 .00 TIME "AFTER FIRST BUBBLE CLEARED (SEC)                                                          'I CLINTON POWER        STATION UPDATED   SAFETY ANALYSIS REPORT   ...

FIGURE A3.8-11 ASYMMETRIC DISCHARGE WALL LOADING ZON(4 __ NORMALIZED 1st-COSINE HARMONIC

1 .00 0.75 0.50 0.25 0.00

                   \~i u     -0.25 z
 <0:)

L n:::: a:

r:

 ~     -0.50 (f)
 <0:)

u o Z \ N o -0.75 w N 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1 .00' TIME AFTER FIRST BUBBLE CLEARED (SEC) CLINTON POWER - STATION UPDATED SAFETY AN~LYS'SREPORT FIGURE A3.8-12 ASYMMETRIC DISCHARGE WALL LOADING ZONE 4 NORMALIZED 2nd COSINE HARMONIC-

1 .00 0.75 0.50 ~ 1 0.25 ~ \

                                  \                 I
                                    \              I
                                     \             i
                                                      \
                                                       \

0.00 I I J

                                                ~I

. L u z C) n:::

         -0.25 1

i I

                              \I                 ~
                               ~

a:

r w

z -0.50 fJ)

, C) u o

n::: (T) o -0.75 w N

 . ---.J a:

L n:::

   ~      -1.00 0.00          0.10     0.20       0.30    0.40 0.50 0.60 0.70        0.80         0.90        1 .00
                 .. T I ME AfTER FIRST BUBBLE CLEARED (SEC)

CLI:NT 0 N PO~ER STATIO N UPDATED SAFETY ANALYSIS' REPORT .. FIGUREA3~8~1;3': ASYMMETRIC DISCHARGE WALL'" LOADING _.. .ZONE 4.. . ...' , NORMALIZED 3rd COSINE HARMONIC

1 .00 0.75 0.50 II

                                       \

0.25 1\ \ I '

                               \

0.00 \

                                         '\
                                   \

u -0.25 z. ~ ~ 0::: a:

r:

~ -0.50 -j i (fJ ~ u

r:

t- '<T o -0.75 w N -.J a:

~

0:::

~     -1.00 0.00        :.10        0.20     0.30     0.40 0.50-- 0.70        0.80        0.90         1 .00 TIME Rf~R    FIRST BUBBLE CLERRED (SEC)
                                                                                                                   .I II.

CLINTON 'POWER STATION UPDATED SAFETY ANALYSIS REPORT  ::-,'- FIGURE A3.8-14 ASYMMETRIC DISCHARGE WALL LOADING

                                                                          . _.JONE_4.. . _.

NORMALIZED. 4th COSINE HARMONIC

EVENT - POTENTIAL LOADING CONDITION" LOCA OCCURS

• COMPRESSIVE WAVE LOADING ON CONTAINMENT DRVWELL PRESSURE RISES
• SONIC WAVE LOADING OF DRYWELL VENTS CLEAR AND VENT
• JET IMPINGEMENT AND BUBBLE

                                       ~             "RESSURE LOADS ON THE AIR/STEAM FLOW STARTS                             CONTAINMENT

• VENT CLEARING AND VENT FLOW.1P ON DRYWELL
• O\JT\'fARD FLOW AP ON WEIR WALL

               ~Ir IMPACT LOADS ON LOW POOL SWELLS IN               _               STRUCTURES A BULK MODE

• DRAG-LOADS ON STRUCTURES IN AND ABOvE THE POOL t

BREAKTHROUGH t

               ,                                                                                   I POOL SWELL CONTINUES IN A

• FROTH IMPI~GEMENT ON

'FROTH- MODE AND ENCOUNTERS HIGH STRUCTURES I FLOw RESTRICTION AT Heu FLOW .1P ON HCU FLOOR FLOOR I ANO AOJACENT CONT~fNMENT OAYWELL VENTING * 'FALL 9ACK' LOADS ON COMPLETE STRUCTURES I

               +                        ...

STEAM CONDENSA TlON IN POOL AT VENT EXITS

• CONOENSATION LOADS t

SLOWDOWN ENOS ECCS FLOOOING a F REACTOR

• WEIR WALL AII<O DRYWEL!..

LOADS DUE TO CHUGGING NEGATIVE PRESSURE 0'" WEIR WALL. ORYWELL ANO ITS I VESSEL ANO DRYWELL I PENETRATIONS DEPRESSURIZA TlON

• NEGATIVE "'LOW .:oP ON WEIR WALL

                +

LONG TERM HEAT UP 1 ...

• CONTAINMENT PRESSURE LOADI

                                                                                                 -.J OF THE POOL
        -ALL POTENTIAL LOCA OYNA"AIC LOAOS ARE IOENTlrlEO. BUT ALL ARE NOT SIG~~IFICANT (SEE TEXT ;.FO~R:..:D:::.E:;.T.:.A:;;:.:.:IL:.;S:.:'_ _ _ _ _ _ _ _ _ _ _ _~_ _ _ _.....,

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3. 8-15 LOSS-OF-COOLANT ACCIDENT CHRONOLOGY (DBA)

PRESSURE . DISTRIBUTION 18 ft 18 ft

              .l
     ...J
     ...J   ~
     ~                      20.1 psid
     ...J
     ...J W
     ~

0 . a:: 4 '. . 0

          .. O*        L/2            LJ2
           '0

• I 10 pSJd 20.1 psid CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FI GURE A3. 8-16 PRESSURE DISTRIBUTION ON SUPPRESSION POOL WETTED SURFACE

DURATION I FOR V .;; Vo- r z t.O sec FOR V / Vo- r 2 1.0 + (v - vol 140 heel WHERE T 2 DELAY DUE TO FINITE POOL SWELL VELOCITY Y2 HEIGHT ABOVE BASEMAT. II Yo 2 INITIAL POOL DEPTH. ft (BASED UPON 40 fos POOL SWELL VELOCITY) YMAX = Vo + tiJ It o r + O.t r + ~l.!:; TIME AFTER LOCA heel CLiNTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FI GURE A3. 8-17 DYNAMIC LOADS ASSOCIATED WITH INITIAL BUBBLE FORMATION IN THE POOL

3 sec b..T PI' is 15 PSI for t.he design of the HCU floor FROTH IMPINGEMENT or PI is determined from Figure A3.8-18a for Plr---j the assessment of the HCU floor design* Q.

                                   ...J
                                   -<                                  b.. T_is chosen to maximize the dynamic i>=

z load factor for the impacted structure.

                                   ~

w It 10 I-o w a:

l r- ~

Vl a w

E::t:o

!'Tl 0 c: f CALCULA TED FROTH r- Vl r- ~o TWO PHASE FLOW 6 P

t:o )or

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Vi

0 a

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........ enO 3: r- -oa ., )oz "1'1 I

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t:o w ,.::0 r- 0111.5 1.6 I

2~0 .3.0. 4.0 I 5.0 5.5 aa CP I -< (I)' z --' ~-i \J

I: 0 CP en> TIME. sec

                      '",,0-

t:oc::: ;u-t Vl !'Tl

!'Tl

        -l,

., a Oz

                      ;u r-                     -t a \J

E: a a

r-

NRC ACCEPTANCE CRITERIA "iii C-ui a: rn rn w a: Cl. t; FLAT <{ SURFACE ~ 10 .-o

I:

0: U.

    °1~9~~--~--~--~--~--~~--~--~L-~L-~L---~L-~

HEIGHT ABOVE POOL, ft CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.8-l8a NRC ACCEPTANCE CRITERIA FOR FROTH IMPACT: PEAK AMPLITUDE OF PRESSURE PULSE

~--------------------------~------------------------~: o u z g

                                                               ~
                                                                ~

1100

                                                              "..J
                                                            "'21 U.

o z o

                                                                ~

co~ Ma: w I-u. w

e CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3. 8-19 CONDENSATION OSCILLATION FORCING FUNCTION ON THE DRYWELL WALL 0.0.

ADJACENT THE TOP VENT

FREE SURFACE L.INEAR ATTENUATION TO ZERO AT FREE SURFACE TOP 1.0. VENT 0.15 UNEAR ATTENUATION FROM DRVWELL WALL TO CONTAINMENT WALL. CliNTO N POWER STATION UPDATED SAF'ETY ANALYSIS REPORT FIGURE A3.8-20 CONDENSATION OSCILLATION LOAD SPATIAL DISTRIBUTION ON THE DRYWELL WALL, CONTAIN~1ENT WALL AND BASE MAT

f CJ

l X

U 0 z 0 u W 011 r u IQ ...0 -L CG .e i CJ

)

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zw  ! CD w

                                                           ~
~

w

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III E i 0 Q IQ N ~.....- a:: w CJ u II.  ! 'tI i

l x E 1 u* 0 u

                                              ~~

M t; 31 a:: E 1 CD u:::

                     ~

E "

                              ';r t

0 Q. 0 r ~ T (P!1d) 3Cnl.J1dMf CLINTON POWER STATION UPDATED SA F"ETY ANALYSIS REPORT FI GURE A3. 8-21 PEAK PRESSURE PULSE TRAIN IN TOP VENT DURING CHUGGING

J t 0 J

z::

u Q Z 0 U W foe r 10 0 ~ u foe I 0 J e

z::

sl

                                                               ~

u z i n w w ~

                                                 ='

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                      ~

fa' if N T (qft 30n.1l1dWY CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.8-22 PEAK FORCE PULSE TRAIN IN TOP VENT DURING CHUGGING

J f 0

l x:

u 0 z 0 u w (jI) 1 i ID 0

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u g CIt E x:  :!  ! i u z g I&t M I&t

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l!i~ rr a:

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u I  :! E 8.Cii i 0

                 ~

I T CLINTON POWER STATION UPDATED SAF"ETY ANALYSIS REPORT FIGURE A3.8-23 AVERAGE FORCE PULSE TRAIN IN TOP VENT DURING CHUGGING

             -                                 ,J t
       <:7

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                    <or Ir           Ir N                                      to 51 E

T 10 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.8-24 AVERAGE PRESSURE PULSE TRAIN IN TOP VENT DURING CHUGGING

r-- PRESSURE PULSE TRAIN ~I TIME PRE~HUG UNOERPRESSURE CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.8-25 TYPICAL PRESSURE TIME-HISTORY FOR WEIR ANNULUS DURING CHUGGING

PpEAK = -2.15 SIN 1ft/0.080 FOR 0 < t < 0.080 sec TIME 0.080 sec P = -0.98 SIN 1ft/0.080 MEAN FOR 0 < t < 0.080 sec TIME 0.080 sec CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.8-26 UNDERPRESSURE DISTRIBUTION ON THE WEIR HALL AND DRn~ELL I.D. ~'JALL DURING CHUGGING

( f g < u 0 z 8w 14 10.. r u I -g* 14 0

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N I L~r r  ::KISW '3 l I T'; ;: 0" GOE T CLINT 0 N POWER STATIO N UPDATED SAFETY ANALYSIS REPORT FIGURE A3.8-27 PEAK PRESSURE PULSE TRAIN ON THE WEIR WALL AND DRYWELL 1.0. WALL DURING CHUGGING

f<.?

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ccE CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.8-28 MEAN PRESSURE PULSE TRAIN ON THE WEIR WALL AND DRnIELL I. D. WALL DURING CHUGGING

weiR ANNULUS eooL SURFACE ELEVATION DURING CHUGGING 2~---------------- TOP VENT<t Ot-------- --------- ~-----~-----

-2 PEAK AMPLITUDE 43 psjd - SEE FIG. A3.8-27 MEAN AMPLITUDE 15 pIid -SEE  FIG.A3.8-28 DURATION 5 msec THIS ATTENUATION ALSO APPLIES TO THE CIRCUMFERENTIAL DIRECTION

-10 -12 o 0.2 0.4 0.6 0.8 1.0 NORMAUZ!:D PRESSURE CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.8-29 NORMALIZED WEIR ANNULUS PRESSURE PULSE ATTENUATION

PULSE (PRESSURE SPIKE) 1i ~ w o

l I-JQ.

POST-CHUG OSCILLATION

~
~

w B SIN iJ t2 FOR t2 " 0.25.,. a:

l C/J C/J Be - ah 2- 0 .25.,.1 SIN iJ t2 FOR t  ;;' 0.25.,.

w 2 a:Q. TIME. t (secl SEE TABLE A3.8-6 FOR VALUES FOR A,B AND d WHERE PRE-CHUG UNDERPRESSURE (A SIN w t11 FOR t1 w 1</0.125 radians/sec FROM 0 TO 0.125 sec Q 0.55fT. 1/sec f3 21ffT. radians/sec CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.8-30 TYPICAL PRESSURE TIME-HISTORY ON THE POOL BOUNDARY DURING CHUGGING

           "" "'"   1~   +

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                /

I

        ~

L w

        ~

a: Q BASEMAT 0.22 0.22 o.31 CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3. 8-31 SUPPRESSION POOL CHUGGING NORMALIZED PEAK UNOERPRESSURE ATTENUATION

0.03 7.5 ft 0.2 0.4 0.6 0.8 1.0 II 2r---~----_+----~----~----~ SPIKE PEAK PRESSURE I

~ O~---               ____      ~..-I!~=~~- ~ TOP VENT ~

w

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w-6 I-Z w

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                                                              -      ~
                             \                        ~              -

2.0 7.5 ft 4 t 2 4 S 4.5 ft 8 ~ 2 t DURATION (msec} ~ .-Z 1r ,ir ~ 0 - TOP VENT<l J! w 0.5 ft Q,. 0

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    -8 NOTE: APPLI ES TO BOTH
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                                                    . PEAK AND MEAN
   -10  ~                                              PRESSURES BASEMAT                           2.0 2.0 4.0 CLINTON        POWER    STATION UPDATED     SAFETY    ANALYSIS REPORT FIGURE A3.8-33 SUPPRESSION POOL CHUGGING SPIKE DURATION "d" AS A FUNCTION OF LOCATION IN THE POOL

                                                        \J
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0.25

                             +

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a BASEMAT 0.25 0.25 0.32 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.8-34 SUPPRESSION POOL CHUGGING NORMAL! ZED PEAK POST CHUG OSCILLATIONS

Or----------------------------r---------------------------- CONTAINMENT 10 ft ELEVATION '0 !w Q

...::JJ 2 DRYWELL 8ASEMAT INTERFACE a:.
~
<<       3 w

a:

J fIl fIl W

a: Q. 4 a: w Q Z

J 5

6 36 -27 -18 -9 o 9 18 45 AZIMUTH (degrees) CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.8-35 CIRCUMFERENTIAL UNDERPRESSURE AMPLITUDE ATTENUATION

7~-----------------------------'------------------------------' 8 ORYWELL WALL 10 ft ELEVATION 5 CONTAINMENT 10 ft ELEVATION CRYWELL WALL BASE

                                -9        0 AZIMUTH (degreesl CLINTON       POWER    STATIO.N UPDATED     SAFETY ANALYSIS REPORT FIGURE A3.8-36 CIRCUMFERENTIAL POST CHUG OSCILLATION AMPLITUDE ATTENUATION

                                                                   \l
                     ~
                       ~'.0 7.5 ft 0.45
                                       +

TOP VENT Cl - 3ft r

                                        ~

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                                , 1.0 I

J I I I-

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II: 0 BASEMAT 0.45 0.45 o.6 CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.8-37 SUPPRESSION POOL CHUGGING NORMALIZED POST CHUG OSCILLATIONS ATTENUATION

CPS-USAR REVISION 10 OCTOBER 2001

                                                       \l
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CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.8-37A SUPPRESSION POOL CHUGGING NORMALIZED POST MEAN UNDERPRESSURE ATTENUATION

CYCLING FLUID TEMPERATURE TIME HISTORY

~

ca. w a::

)

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E w

I-o 5 ...I Oo2P O.2P O.4P u. O~---- ____________________ ~~ ______________________ ~-L _________ o P 2P TIME (sec) 1 < P < 5 sec:ond:! CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.8-38 DRYWELL TOP VENT CYCLIC TEMPERATURE PROFILE AND AREA OF APPLICATION DURING CHUGGING

I AREA OF APPLICATION I

                 ~ ....

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                                                                                                                                            .05 PERIBD IN SEC8NDS CLINTON                 POWER       STATION UPDATED              SAFETY      ANALYSIS REPORT FIGURE A3.8-41 SRV QUENCHER ALL VALVE VERTICAL RESPONSE SPECTRA FOR CONTAINMENT WALL, ELEVATION 712 -0"  I

fREQUENCY IN CPS 15.01--+--+-+-+-+-+--+--1_-+--+-+-+-+-+_-+~--1_+-++-1_+--+_---115 .0 10.01--+--+-+-+-+-+--+--1_-+--+-4-4-+-+_-+~--1_+-++-f-+--+_---110 .0 8.001---+--+---+--+-+-4---I--I---+--+---+--+-+--+---I---l--I---+--+-+--t-+---i--_-I8.oo 6.001--+--+-+-+-+-+--+--I_-+--+-4-4-+-+_-+~--I_-+--++-f-+--+_~.OO 5.00*1---+--+---+--+-+-4---I---t--+--+---+--+--+--+---I---l~-1---+--+-+--t-+---i---fi 00 4.00!r--+--+-4-4-+_+-+--f--+--+-f-+--+-+-+~f_-f--+-+_+-t-+_-+-::I_4.00 3.001~~--+-+-++--+~---1-+--+-+-++--4~-~f-+-+--f-+-+--+~--4-~_.00 w

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'Z ~

l I:

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        ~                                             r-0.10~-+__+-+-+--+_+-_+-1_--+_-+-f-4--+_+_--+~f_-~+-+-+-+-;--+~.10 0.08                                                                \                             .08 0.n61_-+--+-+-4--+_+--+--I_-+--+-4-+-+-+_---+-~f_-+-~-4-+-+_+--+-~.06 0.05 -, " ,"                                                          ,     I     *    *

• I II j .05 0.002 0.0040.008 0.010 0.020 0.0400.080 0.\00 0.200 0.400 0.800 1.0 2.0 PERI8D IN SECONDS CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FI GURE A3. 8-42 SRV QUENCHER ALL VALVE VERTICAL RESPONSE SPECTRA FOR DRYWELL WALL, ELEVATION 712 -0" I

fREQUENCY I~ CPS 500.0 tOO.O 100.0 50.0 20.0 10.0 5.0 2.0 1.0 0.5 20.0 I ~, I

                             ,, I   I I i

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                                                    .i .L I  I IHll I III LL II ii
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                                                                                                                                                .05 0.002       0.004 0.006  0.010       0.020            0.040 0.060      0.100       O.too         0.400 0.600     1.0 "         2.0 PERIBD IN 5ECBNDS CLINTON             POWER        STATION UPDATED         SAFETY ANALYSIS REPORT FI GURE A3. 8-43 SRV QUENCHER ALL VALVE VERTICAL RESPONSE SPECTRA FOR PEDESTAL, ELEVATION 724                    1
                                                                                                                           -'  3/4"

FREQUENCY IN CPS 600.0 200.0 100.0 60.0 2Q.o 10.0 1.0 20.0 _1'1 , III II I I I I I I I j l -I1 111 ,JJ 11J~1 --.l ~l

                                                                                                                      ,        I   II   I I I I I~O .0 I
                  ""  I        I I I til    , "   I'      ""     1111 I   ,   1'1 I'll          II     I I I : 1111     I   " I I I" 16.0                                                                                                                                               16 .0 10.0
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l o 1.60 f-f- 1% Damping -_ 1. 60 z f- 2% Damping

..... f- 3% Damping i ~ 1.00 4% Damping _ 1. 00 ..... 1--7% Damping  : ti f-0.80 f- .80 a::: I: - ~ 0.60 I.LI f-

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                                                                                                                                                          .40 1=                                                                                                                                       :

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                                                                                                                                                      -    .06 0.06-11111111     I    I  .111 1111  I1I1      IIIJ      I                         ..LLll i.lll        I   III        I     I  111  1111 1111
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fREQUENCY IN CPS 500.0 200.0 tOo.o 60.0 20.0 to.O t.o 0.6 20.0 ~IIIII I II I Li I _~ llill III j ~~i ~ II In 0 .0 1111 I I If I I I " I I I I ,1111 I I I I 1111 I I III 1"11 I I I I , I III I I III I n r IIII~

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fREQUENCY IN CPS 500.0 20 .0 -I , , 200.0 I , 100.0 I I 50.0

                                                      ,  * , "I 20.0
                                                                  , , II I II  i 10.0 I"

I 5.0 I 2.0

                                                                                                                         , .             0.5 0 .0 15 .n                                                                                                                                  15 .0 10 .                                                                                                                                   10 .0

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CPS/USAR FIGURE A3.8-47 HAS BEEN DELETED CHAPTER 03 REV. 12, JAN 2007

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(.l1fl1~ J.N~~~~J~~ ~J..N1W'1~~ Cl11~ AJ~ .; .wf/~II()../'Jo? MJlIS.~~"l~~ S.)-N~'-;1~ 11~H~ CLINTON POWER STATION UPDATED SAFETY ANALYStS REPORT FIGURE A3.8-48 FINITE ELEMENT MODEL (USED FOR QUENCHER AND LOCA ANALYSIS)

~PR'IoJG t,.IIJE. aL2>"e'- ~ -I ~I -I fl +7 -4 +4 c.OloJiA.I l--l\Jfe~i a.e.I4Er<.p...L ~O,.e? FOR FO~Ge: PLOT~ I, FOI<.Ce:':>', KIP/ FooT

                                                                                                             . MOMe~T£-,:ooT. KIP$/ F(;)0T
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                                                                                                             ~ ME.M£!>RAN'e. Ft'FZcl!? I 11=

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CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3.8-1 FORCE P~OTS CONTAINMENT WALL S~V - ALL VALVE

~R\I-JC! LIf...lE EL e,02~ r;;," 1=='012 c4E.~EI<.AL \-.lOTE.? 7 e. E :;'HE:ET I

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CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3.8-2 FORCE, PLQTS CONTAINMENT WALL - LOCA BUBBLE

SFRlf.JG L\hlE E.L 6G;i:>Z'* ~/I

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MER\DIO~L MOMS~1

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                                                                                                                  +1 FOr<.C.E.

CLINTON POWER STATION

                                                                                                  ,UPDATED  SAFETY ANALYSIS REPORT FIGURE. B3.8-3 FORCE PLOTS CONTAINMENT WALL - LOCA' - FROTH I~1PINGH1ENT

SPRII--lGt LlhlE eL. h~Z'_~" FOR ~E~Er<.A.L \-.loTS? I

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             ~------------------~

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 83.8-4 FORCE PLOTS CONTAIm1ENT WALL - LOCA - CONDENSATION OSCILLATION

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                                                                                                      ~,~~~-----------------------~;

CLINTON POWER STATION 0 UPQATED SAFETY ANALYSIS REPORT FIGURE 83.8-5 FORCE PLOTS CONTAINMENT

                                                                                                               . \~ALL - LOCA CHUGGING

I II

                       ~-o II

¥ C.O~TAJ\o...lMEt-JT I

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                                 &'.0" II Or<.), WELL
                                                            +~           t          -4                          I a.e~eR.AL. NOTE~

FOR FORce PI.-OT#? l I=~ICC=~: }41Pe>/Fooi MOMEJ4T; FOOT'KIP~I FooT +Z? -'2.1 Z. lvto""elJt Ir= PO~ITIVe., -+\ -I J I~DI~ATE TEIoJ~IOI-.l o\-J THE OUT~I c:>a FA.Ce MeM~RA.~e Fc?IieCe?, IF PO~ITlVE I~D1C,b..ie TeN~lol4

                                                         -6 +~                                        +oz                  3   VALUES ARE MAX.

L\

       +VE OR -VE
                                 -e. L71 '2,'- 0 II
                                                    - ~o
                                                                           ..It   -~"              +2.1             -10 HOOP      EO~CE
                                                                                ,CLINTO N   POWER   STATION UPDATED   SAFETY ANALYSIS REPORT FIGURE B3.8-6 FORCE PLOTS ORYWELL SRV,-

ALL VALVE

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                                          \

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                                        -1
                                 +A CLINT 0 N   POWER   STATIO N
                                               . UPDATED  SAFETY ANALYSIS REPOAT FIGURE B3.8-7 FORCE PLOT? DRYHELL LOCA BUBBLE

EL8e~/-~ I " 5-0

                                                   -15 FOR   ~e~ereA.L W()Te.~

"ee. .=,HE:E.1 I SL lIZ/*0' jJ.ooP MOMeloJT HOOP FO~c.e: CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE B3.8-8 FORCE PLOTS DRYWELL LOCA - FROTH IMPINGEMENT

E.L ~'2.8'- ~ 1/ r:::,.' // WI-O

                                                                                       +2   -2 FOr< ~EIJ~I<AL IJ~~

5&! $HE:E.T I EL 712'-0"

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Me.RIOIO~L MOW1E.\J'T HOG?P MOMeJ.JT MeRIDIO~~L FORCE. HOOP FO~GE RADIAL SHEAR CLINTON POWER STATION UPQATED SAFETY ANALYSIS", ~EPORT FIGURE B3.8-9 FORCE PLOTSDRYHELL LOCA - CONDENSAfION OSCILLATION

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                                                    - CLINTON       POWER   STATION UPDATED  SAFETY   ANALYSIS REPORT FIGURE B3.8-10 FORCE PLOTS ORYHELL LOCA -
                                                                  'CHUGGING

El. 927'-0" 900'-0" El. 862'-6" El. 803'-3" El. 767'-0" Containment Drywell G) El. 732'-0"

           ~~-=X::ji~-~=+::::~--lt:.:J:.--l~..J     '----I El. 7] 2 ' - 0" Base Slab CLINTON     POWER    STATION UPDATED  SAFETY ANALYSIS REPORT FIGURE 83.8-11 LOCATION OF DESIGN ASSESSMENT SECTIONS

CPS/USAR FIGURES 3.9-1 THROUGH 3.9-5 HAVE BEEN DELETED CHAPTER 03 REV. 12, JAN 2007

CPS-USAR

       ,"oof 1600 I

1400 v 1200 I-1000 t..: 0 ...J w 800 9 600

J

..J U. 400 300 §'"

\oJ a:

J V'l 200 f--

I V'l

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100 o 30.000

  =z t..:

c:: 0 20.000 u.. S CIJ

 ...J u..t 10.000 0~~~        ____~__~~__~____~____~__~____~____~__~~.1 o     0.05     0.10   0.15    0.20   0.25      0.30 0.35  0.40 0.45 0.60 TIME {sed Figure 3.9-6. Typical Relief Valve Transient

CPS-USAR STEAM DRYER LIFTING LUG VENT AND HEAD SPRAY STEAM DRYER ASSEMBLY STEAM OUTLET STEAM SEPARATOR A,<;SEMBLY FEEDWATER INLET CORE SPRAY INLET FEEDWATER SPARGER LOW PRESSURE COOLANT INJECTION INLET CORE SPRAY LINE OORE SPRAY SPARGER ---------+ft!.~~~~

                                                      +~'-!---------- TOP GUIDE JET PUMP ASSEMBL Y ---------mrrn                                   CORE SHROUD FUEL ASSEMBLIES _ _ _~                                           CONTROL BLADE
                                                                  ~--- CORE PLATE JET PUMP/RECIRCULATION WATER INLET RECIRCULATION WATER OUTLET VESSEL SUPI'ORT SKIRT SHIELD WALL CONTROL ROO ORIVES CONTROL ROO DRIVE HYDRAULIC LINES IN<:OR£ FLUX MONITOR Figure 3.9- 7. Reactor Vessel Cutaway

CPS-USAR REACTOR CORE SPRAY COOLING SPARGERS REACTOR PRIMARY

                                                          /   VESSEL NOZZLE DOWNCOMER FLOW FLOODABLE SUCTION                                                     VOLUME CHAMBER THROAT (MIXING SECTION)

DIF'FUSER FROM TO BROKEN RECIRCULATION RECIRCULATION PUMP LINE Figure 3.9-8 REACTOR INTERNALS FLOW PATHS

CPS-USAR ____~ I______~t' FUEL ASSEMBLY ~ I

                                                            ~------------~I ORIFICE GUIDE CORE PLATE ASSEM8L Y ORIFICED FUEL SUPPORT (OI\E ORIFICE SHOWNI ORIFICE SPRING

-.-----\r-----.- COOLANT FLOW PERIPHERAL FUEL SUPPORT ORIFICE FUEL ASSEM8L Y ORIFICED FUEL SUPPORT GUIDE TUBE AND FUEL SUPPORT ALIGNMENT PIN CORE PLATE ORIFICE (1 of .\ 1-""-------------- CONTROL ROO GUIOE TUt3E C!:NTER LINE OF ;:UEL SUi'PORT Figure 3.9-9. Fuel Support Pieces

CPS-USAR

                                                    '=-~,                      .      ELBOW

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TRANSITION BOLT

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BEAM " \ -; Ii/ ,~_ SLEEVE C;-;--- '-' / 0.-;.' ~. I \/)"\\ \~l, l c-~/ ,c.b~~ t'f!Cl'li ,'~ 1\)1/"" -NOZZLE I d " _I ___ I" VBARREl RISER BRACE I -. r*-'~I~~!~~~RT SLEEVE I 1 NOZZLE

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                                                                                                      -TAIL PIPE I
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CPS-USAR STEAM DOME STEAM LINE STEAM DRYER ISOLATION VALVE SHROUD HEAD UPPER SHROUD Vl Vl

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ixed 12.

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_ _ _--..Z& CLIN TON POWER STAT ION UPDAT ED SAFET Y ANALY SIS REPOR T FIGURE 3.9-1 2

                      ;     Q & R MEB (DSER) 67B REACTOR PRESSURE VESSELS AND INTERNALS HORIZONTAL SHELL MATH MODEL

                                              ,~: . .; , ~; I ~J i\ ~1 J:, \"i,\i(V 70lJ1 ENLARGED     PLAN KEY PLAN CLINTON      POWER    STATION UPDATED   SAFETY ANALYSIS REPORT Figure 3.9-13 (Q & R 210.01)

SRV DISCHARGE LINE SUPPORT WELDED ATTACHMENT DETAIL SHEET 1 OF 4

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                               ,SECT 1ON B- B
~   KEY PLAN CLINTON     POWER     STATION UPDATED         SAFETY    ANALYSIS REPORT Figure 3.9-13 (Q & ~ no.O!)

SRV OISCHARGE LINE SUPPORT

                          . WELDED ATTACHt*1ENT DETAIL SHEET 2 OF 4

REVISION 9 JANUARY 2001 .~

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SECTION

                      ~

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    ~        KEY PLAN      3. 375 "1 S~CTIO!'1      Q-D CLINTON       POWER    STATION UPDATED   SAFETY    ANALYSIS REPORT Figure 3.9-13 (0 & R 210.01)

SRV DISCHARGE LINE SUPPORT WELDED ATTACHMENT DETAIL SHEET 3 OF 4

u o SECTION E- E

     ."                           DETA.IL     2 I----t-_ _ o _ _ _ _ __

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0-+-----+ KEY PLAN CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT Figure 3.9-131 (Q & R 210.01>>) SRV DISCHARGE LINE SUPPORT WELDED ATTACHMENT DETAIL SHEET 4 OF 4 .

1.200~i--------------------------------------------------------------------------, NORMALIZED I'I\I~SSURE FREQUENCY: I) Hz 0.800 P  : 1. 0 MAX _3/4 P MAX I~ 0~~~5~1 r- (TYP) - - ,

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                                                          -....,1 t .....

V7(323°) 1113(1180) ~~~~-- B D I A C V5(281°) 1113 (1180) --1-- I , V12 (79°)

                                                                                +- 1123(1165)

V4(259°) 1123(1165)

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V3(238°) ....... \ 1113(1190) VI5(l43°) 1113(1190) V2(206°) 1123(1165) VI (185°) V16(164°) 1113(11805 1123(1165) LEGEND: ADS = () NOTES: 16 SIR VALVES CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.9-2 SIR VALVE DISCHARGE LOCATIONS FOR 218-624 PLANT

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L-________________~________________~______________~~ N o o o o NOIIJNnj AIISN30 AIIlISVSO~d CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.9-4 PROBABILITY DENSITY FUNCTION VS. VALVE GROUP SETPOINT VARIATION

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o~--------~--------~--------~--------~--------~ o o o o 0* LJ') (Y) N NOI1JNnJ A1ISN30 A1I1I8V80~d CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.9-5 PROBABILITY DENSITY FUNCTION VS. VALVE OPENING TIME VARIATION (DIKKERS VALVES)

(V) f-

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~----~----------------~--------------~----------------~~ (V) N o o o o (X)J NOI1)Nn~ AIISN30 AIll18V80~d CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.9-6 PROBABILITY DENSITY FUNCTION VS. BUBBLE FREQUENCY

REVISION 11 JANUARY 2005 a a U"l II u I QJ til I- E c:(

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a (~sd) lVI1N3~3~~IO 3~nSS3~d 03ZI1VW~ON CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A3.9-7 PROFILE OF IMPACT LOADS ON SMALL STRUCTURES WITHIN 19.5 FT OF THE POOL SURFACE IUSAR\Rt;Villf;ga3.s.-7dw> 12/OO12004110436AM

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c::( :::::> W a::: (!l I Cl lL. a:::W ow Ll... V) o 1.0 W Cl L!) o o o 1.0 (V) (~sd) 9NIOVOl ~V3d NOTE CLINTO N POWER STATION ONLY DRAG LOADS ARE UPDATED SAFETY ANALYSIS REPORT APPLIED ABOVE THE HCU FLOOR FROM VELOCITY DETERMINED FIGURE A3.9-8 BY DECELERATION WITH ELEVA-TION. NO FROTH IMPACT OR

SUMMARY

OF POOL SWELL LOADING SPECIFICA-DRAG LOAD ABOVE 30 ft. TIONS FOR SMALL STRUCTURES IN THE CON-TAINMENT ANNULUS (NOT APPLICABLE TO THE STEAr~ TUNNEL OR EXPANSIVE HCU FLOORS)

lRIOsn lRH30CA

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