Pennsylvania Power 8 Light CompanyTwo North Ninth Street ~ Allentown, PA 18101 ~ 215/770.5151

Harold W. KeiserVice President-Nuclear Operations21 5/770-7502

NOV ~4 888

Director of Nuclear Reactor RegulationAttention: Ms. E. Adensam, Project DirectorBWR Project Directorate No. 3Division of LicensingU.S. Nuclear Regulatory CommissionWashington, D.C. 20555

SUSQUEHANNA STEAM ELECTRIC STATIONPOSTULATED PIPE RUPTUREPLA-2756 FILE R-26,R41-2

Dear Ms. Adensam:

Attached you wi11 find calculations M-MSS-010 and M-MSS-006 as requested byMr. M. Thadani during a telecom on November 12, 1986.

If you have any additional question, please contact us.

Very truly yours,

kd6unC (~H. W. KeiserVice President-Nuclear Operations

Attachment

cc: L. R. Plisco — NRCM. C. Thadani — NRC

ODi

8611190331 861114PDR, *DOCK 05000387I,',. P„. ~ ..., . PDR

~ ~ CALCULATION COVER SHEET

ZSu/w~s8 L.CALO. O.

FILE IIO..-Z,SOPEASEOEO SY

SAFETY-RELATEO Q.-ASME I II OR XI',OTHER QUAL I TY QNON Qual.l TY C3

OJ.ECT ~ GAPA PEA Ty 'lC. STAT~

ESIGN ACTIVITY/PMR NUMBER ~<~'L< K~li5

TITLE/DESCRIPTION ~v 1~))waco >a

yS)Y'R/CTN NO. 14%5'R -eelPAGE I OF ~L

STATEMENT OF PROBLEM'QC.TERRI 1)F 1F Yt'1- lFA QAlig POSE 5 'pllkh Frill DuE. ~ M ><> 1 p)E GlgplE.'I4T t-gap FE P+g~g~1(ERR QY. ~ ZY' ~<Mt.. SgC~WH

llew-

Pl»>oZXL«>Pl F1T ~G ~le%-~ SRTE-~WW PKl.~,

We)li)at= ))caw 4<Cilq m~am~VZ T)1% ~ Va~g~ m$- W)H'<H 91% 'IF«VE4 Zg g~~Fell .

OESIGN BASIS (OC020. 0 OR OC020. I)~< ~~~<mE9 AS5i)AÃt; ~AY'HE HT E~~< AP)tuV)>5 Ca<VlguaylW~ C.RN

SE RCI')EGSRHTE,W AS Fl g Ng~ Pg~g O ~~ a> ~lq 5QP)p qadi~,

.RENCES/FORMULAEIIE~ " ~~~ e mDE. 1+5-0'~>~ P>Y'FLEA'W7 ~ 1 FI'114(8%0 A Cr'E. i')'-. t -RR-4-06,«<5b

2,. mF n. PIssoc>1APYE:.5 Lm, FTY. Iereg to-z4-'85 (PEIIFIQIrlerr 5 m cRit. Pl-W55- Eo Rg,l )T'F lib% 1'1, 'M t')O>

> %Alii ) < 1 ~%(l|Lg. Ply p~ WL'LLE, 'SPIV''E EYI'D ~

Filly 5'EA,Z. -'LWW WSNN <AS'~8. 'PF OM~T)Oq O'F ihG'AW 'Htrtl TC ICM<WYA ~C8 PLAkM ACAI))Sf'FF~1'1% @)FNVi. ~

4, RSP)E POLYP. lo i- tg - 3)>

'F,I'i Pt)')WY l PIIEWUYIY)H t)F SL:t)M~g TH)EqgT ~~ ~g PglE,c„~)I, FSRIz. TFISl ZS I,A-i (,~') I) (1),1 RTl4~~ < ~Mlitt CO > Atp ~ Zll L tl Q SH~ 1 0 Z

g+> +i+ +Ale~ ISOLAWOR PALY& ~

5, ~AmIP 4 Plofkll l <%. YPISI4 IPISTA1)(WOII NARMIII 1F)LK Z4+-o0, MA )7,

6~ nSIV OWIlnI(. Q')4L. ACE'POEET )-')li $Z) PgZ FRIZ/, ZBl 7 P)PL )C P 255X))9++ )tLIP,Z'5

SUMMARY/CONCLUSIONS'" "~~«~"~'"'4'« ~1~~~-~, TF»+~~,"~ ~«l11. Lwg.. Tg. 4&%0 WPloYQlll ~ s1. RILL@c. + ) -~9 (AYIIIc)Ig~T

)1, 5AurnEOnYL EI. PtPRP'$,8lRP)DFEIED PGFEHDI)04 FOR WKCHheICaL ENCiHFt~ 5EVEHTH ZP)TION>. ABlSib PROC,K@5 HPANPSRX. — 8 < CDPT)OP)

H.%51 Y R4YoaMIL DYa4IYIM. +~I., Tz) < AI.IPoPCT', HFDF.- LL1 )1A, Al)t)hf, 'A0 l ~

)5s 6K YNHT PIPIT 951QI re@ )LYFIDE 3)- 5t TRRHXfllg O KR.-~-6$ IIF PIPE)L )) I'I11)5)V Q)PK)C'g~gg 4'll THP Q 00 )H &E)RRg Y/I) glZ5 lFIIA.L FAlL. DMT ~ W)Q SET lPIPWNEIPIVgT Lg)%%.

<f+IIFlv)Y) XEY PAE5suPc T)I'E'Y t'RH '0)I'HGTAN0 15 l78'>S

t;AL4OLRTl~d 5')gEk5SggS., Cygne, + ~-~Sg ~ g4

REMI ')0. PATE

V,t

PREPARED BY REVIEWED/CHECKED BY DATE APPRDYED BY DATE

t'C,

Cd

s4

C-

Dept. nl Pg-mba'ato

~ <> 1Q

Oeslgnea Oy~<'pproved

by

pppJECT LRlX. -Pl% -OlO Sht. No,

P~~VANAPOHCY 4 UN'CNSANY ER No.CALC!JLATlCN88%if

0

'

4got<"~c,oVC<

( igswRP>"i

e

~ i v ~ ~

+ S'O"

8. IrI"

V

/7 t.5'0'67.

CZS

I

IP"I

I

I

wo Qop RPV

~ ke . ( iyfi

/hW~IH4VLA%ho H

/8.oo'

o

~ ~ ~ ~ T ~e

' A 4o. ~ 4

0'«T %s

~ ~tO

~ ~

FIG.0

'

I

pf

1

4

rt

ll

4

cd(

~A~h

17

~ ~

:1!e yP

r

r

A~ 'II ~

' ~

C

E ~

~? 4

I~ '

E

~ I rw

/4 7

4

I

kh hg~

$c

,I

)'8

JpPP8,L Form 2454 (10/83)Get. g973401

Dept.

Dele e.Z> ie»Deeigned'by

Approved by

PROJECT N-AS bio Sht. No. ~of ~~

PENNSYLVANIAPOWER & LIGHTCOINPANY ER No.CALCULATIONSHEET

Ft Suaa ~ m9 Q.>SOS 'T)d)C. P)tVS)(RI. SlAAT+N T))ht V OQLD EX)5l RT. TVZ Tlat%tan KC.)aC. WP)V ~)))C. OF T'A~ MERC <O~M VO ~S~ RT A STERPysTP~ GQHD)T)oH . >RT))F67|= D WITE'R ES<AP) Hca ).R<< T'Hg 'TW5 DPEHERAS 4'ML'0 REEK F) 8D TOOM %~) ILLY QOlWRK.D <ll6$Z )7 WOl3LQRHODE))TEP- 'Y>~K 'X.~- GV'SE ~BUc'1'FKUPtL 'A4GL> ~PS, TH ESE. WQgL9~gQ THE. FEOQ FlX)ALLY +LONG THE bVTS) >E. OF THE 71VE, IIV SAITHt))RECT)QN5 . TWS )~SQ<RT)ON )S R%umRl) M amW aWAY. Tl)t F)~Q'9WAR3)T)lK RPV WOQLQ l RESS'tlat.LEE'HK AN<VLV5 BETWEE)V TH):- KPV'NOmZ SFl&)F)C.lAL SI.)).ZL'D - THE ~HI|-W FEW WOOLD EXIT INTO THE.QPQA Ql= 'THE ) N50AR,P 851'V,'5 PE'R. l-lCsQRE. Z - RSSQP)E. E)jWL FLOW

50Th 9) ~(.T >Opl5 ~

PKF' ~K RT-R~~T'ERATAN 0)= THE. P)T9 ~M J~ fZ )tlQC.

C)aCVAFL<WT)SL ~~M OF 7)IE SAP ~~ THE 5~< ENDS IS l

Fteep —(IdriDS CIRSQPIPZiriyICg )(4RP) = 7f ( ZP)(CR )P=yl (gd+Idt le )(IZI N)

cl40 lg )u 0 $ 4,8 pp Faorl REF,A „q'

EX)T PIN/'Jlfgl)5 fiREQ SQTP~ P) pE p,'t), RNO SH)EL1 DQ~R.

rt „= yyt r,D. .o.o."] -« fb o") (ztt"-)']

~tt,r)~ ZE'I=. Z T'HC'LOE PROe T))E y~Se S)~Z t)F Tnw B)tel )5S,S~ lb/S~, )=aOe THa Z»yqf S)SC 6,+~1 hL JSaC.. VOL FLgV 15

25)S3% ~ FLOW O'R"nl>R3 )S HRL1= W'TRL OR. 11) I)5 lb ASH

~vir = 1044.15'N -" '7, Z( b ~T

FjNPl RE,F, 4- PF)@E. 10, EG)tlAT)Dh/ g-Q)

7HE ~ERO/ 5TATE 'T)IR95T FIICK(g J5'.

1 = t), Ue Re + Te Ae

pe= mlr PIRss teNein = S. Ibt- lt /Py'Irzp R,)

U~ = E')t» VELQt'.)TYRt' An,g = K41T AREAR

pz = gxn pggdeuitg = cttd',s It/r~'pep 8).

s

4 I ~I

'I I

~ »

iA»'

w4

PP&L Form 2454 (10/83)car. rror mr

Dept.-

Date > <+ 19~>

Designed by

Approved by

PROJECT - - 0)0 Sht. No. 5 of

PENNSYLVANIAPOWER & LIGHTCOMPANY ER No.CALCULATIONSHEET

VOU)PlE.TALC V-LQQ RR~ AR55 FLOW RAM I I S 15'L/S~C. ~,7+4.0 Fr AV'Perl5]zy 5. 13 2 fb/FT

Uc vo~urng>R>c FL~ RATE 3 1+'t5 A'SEC 5 IS. +'T/SEC7.ZI,S m~

&$5&7)T>BIO % l N'Tb TIE 7tlR95T EQQFiY10N'

T= $ U,*R~+F,A~

3.)$ D b 51m.+3liZ, FTJNc

I

T f90>"158 )b + >5y>31]b

78 5FT + (Z'b2 5 )0/rw )('7Z45 FT'gl&ul+')

F80~ REF. 5, t=QVAT>OH Z9, TI]E. ~T PRE55VRE, RT WF- RSyPlt'RTIC PLRr~cl5',

WHLGK I

S~ ~p

FOR t.'E..AT RS'/APE'7)C. PLANE

= REER 0~ RYPP&7>C. PI RrIG

= 52 r r'T /5Er.

Ae = EX IT /II,ER

40% ~ T'HN

A

I

h q~

pl

PP8L Form 2454 (1or83)Cat. 4973401

Dept.

Date ~.i~- ig'4>=

Designed by

Approved by

PROJECT Pl" SS 19 Sht. No. ~ of 8

PENNSYLVANIAPOWER & LIGHTCOMPANY ER No.CALCULATIONSHEET

— Ma>a ~VFuVIC, Voc fssT AmS>EN7 = ~ 0> to I

K =U1 /Qr = voLoC.l'lY orrr)0 (REr. 5, Eo'5..)

~ = v~ror. vai. ogWgioa ~ pb,a~ .qqqVy+ V1 2E .'Kg+. 411;l

X — +TERM 3'ET G.'3AU7Y C.HTHRL,fY CN HooC 5 Ap)n)mrF~A1.% |.'HAPIM ('nslSLCHQ4Qii O'F Slate)

F65unlK Cort5mwr mma<Py PRocp55. FRoW XEF. (4 vESU O&owiilld Car>QI T>t)rIS;

4, = ~H',%'5 sro] fb10 > I ~ Z PSI R

Pmeimv Fmn RSI(IIV Meals W525 .'

tIO, 7. 0'~ /1b.= gq0, S mm f~b

Q~— X & YI,558 (I +bo. 1Ib/ooo rr )(BIBorr/II)= is) r>l < Frdaz

)-x Q Y4 1 .»8 (lb-+0 I lb/so< w )(.OIb'IFr /Ib)= Ilr554 LPr@

R P' 4

f

R'I

$jI

y4p

"~

PPdL Fgrryi Z454 (W83ICat. E973<01

Dept. PENNSYLVANIAPOWER & LIGHTCOMPANY

Deie ~-Tg ig~ CALCULATIONSHEET

Designed by ~8 pROJECT Pi-Plgg-01'0

Approved by

ER No.

Sht. No. ~of 8

= [ EEE(Ei'<P/y1i'l>(l-.><g1(.Bi)r.g'Ii lF T)lb)/t,TEKF <'> )

= 10, O'EQ FT /)b

s = (31 / i 4II4 b3'I n4~n = s,l'till/F '= e.Df e/,

'~''F.)' „n n'/n)

Obsi ib qS,i, FT~S,iR i

ib//»'S,s

—P ~~ —I

~H~M: L< = YiSmrlCK M f5VRPTbl IC. FtANGQxlT Q)A ~

7HL EO<)>V/I„g>7 3)hi%TER. F09. '7'NNULAR EMIR IS:

Z ~A .„g '~Ebs~~ X 0+I H7i

>&tRNCE FEAR QXlT W QSYPlPTOTI C. P49Hg'..6 (XQe> PT )( eib,b FT~ i) 9,g+ PT

7.L45 FT

FR~ra R'Ei.+, F'IICC E-~>

taR Z, meiOW Z OP ma m~ y.AS'S mWIdaO SY;

+~~. >~ SY 10

7f

4 5 +Pr 3.%-1 FTl vr

.i

tlap

i'P

W

e+

I

PPE,L Form 245l {10I83)Cat. 1973401

Dept. PENNSYLVANIAPOWER & LIGHTCOMPANYCALCULATIONSHEET

Designed by ~ PROJECT

Approved by

ER No.

Sht. No. ~ of ~t

SIIIC.Z THE VPt,LEE &II'PEERW9. RRZ RT I3PrRObrnI3TCLV 8 FT RF}rlkETHE.) /RE, )H RM)RH 8 AHb ~9~~9 M TNg SAPID M~.'T ~)KE AS 'TRK

)

PSVRP&rI< VLRWE.THE RM Or- ra< PSyi9IW~i< PLRlYE IS RV'RC%NTH) 53'.

„=6~ + RI,q

I

lgt

r.

4)'',

p

$, c

>i.

J'

PP[tt. Form 2454 tt0/83)Cat. [[973401

Dept.

Date > ~< 19MDesigned'by-

Approved by

PROJECT - W 5 01~ Sh>. No. ~of~1

PENNSYLVANIAPOWER &LIGHTCOMPANY ER No.CALCULATIONSHEET

'6V IhrfECTWH OF REF. 7 lT 15 Ilkkly TiiAT Tlirt 11IQXiggiil 5TPmg~ Iq ~EVigil.Vh WOE ~ lahSS QN TQZ O'PSghTOP. WealdKPlOH QI= 'Tilt= ')QKK KIDS 'AggP QPy 5NpA 14O RE, 5gg6g (Np@HERC TAKt RI2,G. %GLOP tQ TI1E ~Z SPg.lhlC SERT,

F~v ~ F0~4Y. 4Y- ~q Pg 47~MR I N Y-'DigECTigg.

I=»= I~V.<Z OV ~T c~ O~~ ld a- DHma~Q~k

t'i> >)o>r>hT 'For('K >)F 0 PERH~'>r = Z4 )O lh ( >>Er 't>.,p>)1[i Q>)>g>[ [+)

RCFi ~)

FAkE 80> A VYNRR I C L'OI1 Q FRCVlk, RUST 5K R ~~4 'I Cg %)$FAT'70 g. I 5 TIRE' pJQE'jj55 I=DiiICTirja nr- tile WlVVAMS Qr- Tile Tmto1W.5~RE I.O IH WlE. Y" D)REC~iQI'I SIHCR ~Q KGB ARE VERY ST'IWF

ii4 C~FI2'~le% +~V Z,O 'ill THE'- D)RE(TlQPJ SlNCE THRg AggP:EI RTlVEI.Q FaX15I C. IH THAT ~IRHTlgA.

Fi 8 0 7HZ Pod 7 DON N '0/I TH'. TOP PLATE Ol THE 0~ATjH& CYI.)I)igCg,

'vt= <q) P~ RT ~,~1K.~

FM)Q PEP, 1 )Fi6'.'D-I IC@ HR FLflT PLATE = AN IH(iDB'le% 464LE

I-Nodal PEP, 7 Pz„— ZZIg $ ggirt = +3+ N

F„, = (s>~ ~'l( sw.[)s >t,/»

'j(at+�>~

) = I2 y>$ [I,.

FINAL PrtE POf(E r3N ttlt=- SIDE'F THE,. OVEMTiiti4 CYLINQN, Sip(E Tlirt p)A,CoATAL PlRHI FOLQ I < LAC,&7Q) bH TitE S13C 05 THE OFERFlTl84 r VLIADER)IT IS Ttt.MMD R5 8 FLAT li ATE,

k

gr ItVY WCaS'urmmT, 4 = C2 1 X ZI ~+ = g<lO, 1 I~

i„,=( ')(>i, ii/»')[<>i. ')[ ) = m

HPTHF l=p&z re rHE SION OF THE SPitIHt 5 Ihl ~ OPEhJ PC&l714~.'KQppiitGS WouLQ C~ WSEHTIALL> SliADUHFD ~ ASSVi7IE ~L EFFKT 0% ALl. REM

gy nip~)N~ ~g ~@ART SPK1NCS Q'>L7 ~ 5]FACE'HE FLOw THWOOGN THE bl'I~I44~iS V~y CiWVZ~S, RS5VNZ QLC Ow rHB lIijCl~T aHERW bP Tilz

QQ5MQEb 7HZAZRNR lit~ WouLD AQT fl5 FLIttT PL47H

jestI"

„

l

~g

V

4

'f+

PPdL Form 2454 (1583)Cat. «973401

ept. PENNSYLYANIAPOWER 8( LIGHTCOMPANY

Osis S.Z+ tg~ . CALCULATIONSHEET

Dssignsd't>y ~Q r>ROJEoy»>-»>S ->>tt>

Approved by

ER No.

Sht. No. )~ of L"

HARL TO bb)< 98~~7~ gg,~ g,

o~H )'bfAP~ PM = 2/> I I ))1 ) ~qA~)) )=)Zq~ ~1.-SPR))) 4

%t>os'g9 >>>aat (z>» t »>)(b.5y>)»(a ) (4»> 4P ) = I>I >b,9

~~z

= (~b t>9 Ib/>"')(I]+>a')(~i'Ib) = tt,'R't I lb j>,"

)-) p)) T DQ)TCH frlIMII>IT)N~ )3Ip~,'y

<ay ~ = (< y>.>>'>ag) ( 2% >a) (d5»> I a'Y y>c~>>t »>ay>s>>>ayy>>

F» (3t»>OS lb/»> ) (Z»>t. »)>a(r>t>+y )(Z) = )P 4~>I' b

)-)+0 FOB.C.C OP) ~<CV)aa

5t>yBIDt= = (t»») (>z>d) = bo »> ay >sr>>>t>rttg»g>y

F- = (»" t» > ) (~s» ')(S>~ 4-)(.) = S,ogr Ib

>>a>>»>F r>o< '>sr (5»>) ( I»t J

P.a -(~~<g Ibi<')(+g ")(a ~ +~-)(>) = I I4t Ib

Flrtb THG P)ORAT RT THE TOP OF TEE 501t)1b)PT'QP Tg ~IP ~ LOAD

nl„,. = (P.,) h.) t.(F.)(v,) y(F„)(v,) ~(b }(y.)

~ )~z ~t)~~+ ~)~K THE R%PK,Thing LQ/A H,55 FfzoNAPATHY ~ M~ OF AQW ~ ~Ig QPPJP)c T ~y, ~Py gyesFOb)AW M ACTVWI- PZHS~P~~T Pqg ~g~mT»g ~F ~<~>,

a>Puss (M>Ot It)(rP>y>) +>( f>% l I Ib)(3~>>i)+(I~~ 4r>9 Ib)(z > i>>) +(N 95< lb)(z>t >>>)

'-(f . ~

4g

1 t.

4y

I

I~ PPdL Form 2454 {10I83)

Cat. «973401

pt.

Date ~M- 5 te'laDesigned'by 1 art

Approved by

PROJECT R-NO Ol ) Sht. No. ~) of ~L

PENNSYLVANIAPOWER & LIGHTCOMPANY ER No.CALCULATIONSHEET

Yi = Z 385915 )~lb

'TET'Fit&

~ah) XEY API'C)H7 FOAa~;II

'P~> -- F 0 F+ t.F„VF~ .-- tZ50lrlb)t(l'Kht b)+( 5t4591b)t ( res ttlel)

= 5l 4LQll

gET I l I I T F$ ~ t 5 /3 12)53'Kl J + <1>+< ILt I) I+ I Ib

F - lS +~Oil

)ND THC Roe~i RNO FOaCn PuZ ~ V) 6aaTt)RY P)OT)O~~ ~ PAOI)IETHC >ET LQQ p I 5 CQ I )tI C 1 DGVT Hl 'Q 5E, FA~ REF,, I ~

RTrR(wn~TFolZ. THE ~)2)gl~t3 COHO) Tnr), SSE', l)4 )))Z $,- u~Ti0$ t. ATTPCOPl&7 I )'TAP R.Q,S ~K Q, ) ~ 4I.t+ ter S' FOrZ. ME )IV r)IE V- 17)RE@.'T)er4 (h~g)l+~T Z,THE, AS PtW)C. )5 <.l4) 6 5 ~ ())ERE X, $Y DB)~ t))~le)rIS R)WTUT ~)zT 1)r)ty )

TNK r4- 4")WPt)r)ZHW THE. RC.CELERY>")H PLlZ.I'EPIDlCQU)A. ~ Rr) D PRgflLl EL "LO

~Z MTl)Fl~g. AXl~

ArZC.'~f-

THK t- C~n))z4)NEn)T;

t'~ = (,ctrl+5")(.t'.t ( s) = 4.la~ c e

4-)ops; I.O> + f'QRP

Pa4)m KCF. IP> PRQK Z6, )M~ )9, QCXQWT QY- MEXA~ 1$ K+40 )b.

QpZq ~gZ ~ SEE A|'„CE,I MAT)M5:)Y

F„,= t 7'.bl t'e) ( Z.,rerttt l1) = I 1, 3tttt 11

~~1) IIPROD REF )D ~ rW~ bV ~oMV)T9 Ot'~&)t)4t. )5 +5 Ao RSQVE. MWGX,ml',

rdEF 7, 5(A).iver',>)QgP Rote w)u go))egT Z.4 \ )PI0)s Ascii 80M~ ~P.

I 1 A4W+

4:

~*<i

4

A)dt. Form 2454 (t$83)cat, «tt13401

Dept.

Date > >~ 19 ~>

Designed. by

Approved by

PROJECT 5-WSS Qi"0 Sht. No. ~tof Lt

PENNSYLVANIAPOWER & LIGHTCOMPANY ER No.CALCULATIONSHEET

LlMg. Rail OP C.G, TO ~0t~T qF IOWA pao g7%t pn~7-;

L = 46 BIZ.5 tN —Z..A/7» = +9, /

Q» = (n, or)o 1) ) (+>,) )~i=,'74 D (30 )q )l.

'btN CQ, I7's GATREPfE LY Util.lKKL/ AHA'r 7Hz pal% TE'T Plight% Hr( D W 6 PGAk'55K'CCCLEBR~N M)LL, OCf <II', Sf pi>LTA~E(QSL~

> Tl)E TAO Fog(M Flrtgae>l~uT'arnWTt5 has <OdaPam aS Tug %QARe RtIOW Oi- VHE'uP OFWS ~mRam (~r.S) .

(Fmrj r%Kp )T-„„= ( lS,+& It T IY,3Wt) j "

F<= 25 27$ )y

,X v„~~+ ~s~p')"I/'F„= ('3),+1'b II t l7,5<)ig)

F„„= 5+,258 ia

F I H D t-9 Ag]NG'F ~/0'gQ R'bK R I Cqlvr(E)CTI0~ To 50'VEV ~

I. )ILL DF TI)E. r)FFLIED DIFF)rr)Y II))r) FDFr a Rg&T IJLT)F)r)YKLr DE r)arbraao/pC~ISml e-) THE VFiVE E$ 9V

> THfCOg~H TBK VAL~ NN(Er, THROVQItmE YWCA AR ~

pr~g - p)Al'Pu E~ Yttavs HHaT 'wMZ, TIIma ass ~ rttSSIPu rnE(NRHISAS ~ME fl&ueO PlO+ePPT ~ C6 tfQHS-

IfllTIEI) YQ T)I'E Y)0t))IET 6) Y)IIL&a))I /Il))PIEhlT) TR/I))ID)))laD SV 1)la )DD)TIDALRr)or,

)A)ID t) Y)II)Drf)I I) ('DrTL+ thK)'4KD)I 'TSE OFI aF, r)ND 40')Ir)L RODE,

gC 'g

W~

'%

*t

I~ I

s~p

rt

g

~ aW

~ PPd t. Form 2454 (1583)Cat. «913401

pt.

Date > ~~ 19 lya

Designed'by ~CApproved by

PENNSYLVANIAPOWER & LIGHTCOMPANYCALCULATIONSHEET

PROJECT fI)-WSS-0>'b

ER No.,

Sht. No. ~of~0 ~ THE, geoS PRE F)8K3 AT MK MH8ET EH/ ~

'tt. r))K WPS fly@< F)XK'P QT THE ~l'VR)r(G Sc&f END.

5. T))E'&?H6 RATES AT- 'Tilt BraRHKT Alt)D Rr SPR)PG 5MT )Nt 4~>IlierRtttD TAG ~)'~ WM I)l TEAM't)4 Ayilp C~9PJ"=AI )tf A)q= VJR'WALLY INFINITEC~IPSEu N TAS GPItJHS. RSV OF TAG FA~S Ill ~PIH+. TH@PARK)AHERN ht'TED 4H 8» I 9 L~~Dtg>L FOzCP bed 0) Arrr ~~ FLAK in/ TlfK

p>M, f)W P T)riE. mr >WINm SmT ) 5 VISPLRKQ LgTtBRLLQ VWAI)B.M ~E ~ACT. ~Q re@ ~'Zl lN RN S-SHAPEO CQVJE.. TolS,IS COHF)krnKQ bY m6~YA-red 'OF Ma + E BEKPllC QuPL)W)t.ATN)I

AQV)E..

y'Ig 5

Ci. THE K'505 HAVE CSS~T) R).) "l 8 QH) FORQ X- SKTION ) TOP TO SATr)teaW))tlv 2)6PI.ACED TH'E CgkYR'%RE 49 THE. P0DC 15 Tl)K Ml9K RT ))IF

Fr1 T}tE %We . IP T))K X-5K-.t)otal AND THE, t;MRVAr)IQK RAG lAK5'Arr)E', ~~ TNK WelENW FT THE 9 Rgy SQTtPK EHM P9$ T 5E THE 5API

I-RW %)p')t'IAQghfyl of /ND '5&'vlltJG

L~A) FpFZz5 ANt RVQLr)HQ PINING)&NT5,

Plt = lvlq

PgiN1 rt

Fwr. 6

'I I yl4',e

b

hie

4g (

t<Ii

cr

F

i-

PPhL Form 2454 {IOI83)Cat. 4973401

Dept.

Date ~<~ 1 9b<

Des Ig n ed by

Approved by

PROJECT H-8 $ - QlQ Sht. No. ~of ~L

PENNSYLVANIAPOWER & LIGHTCOMPANY ER No.CALCULATIONSHEET

A L N~ ROOD RCR1 T

~RL 'DG,PLfl(.~~T~~ I ~~<~lS )60\K%7 8> pyICL FoII<~ TI~~

P~~VG L~pII. gg,yq

I det +erriicr Z @AS ttZg rrr 11

5lr tzlr .

e

f

PP51. Form 2454 (10I83)car. «973401

Dept. PENNSYLVANIAPOWER & LIGHTCOMPANY

Dere b-» ig<> CALCULATIONSHEET

Designed by ~V pRoJEGT in-ni - 0 'b

Approved by

ER No.

Sht. No. ~of ~Z

]P, DR,raw A I=8.EE 803") g)A44Rpl OF 7HZ sgHHET': 1Av

F4.q

5'y

ae R

~R, P

is

1 gT16

P)UD11HQ'r

znHHET y

C4 < )

f1%Ill

S "g

A

PPIL Form 2454 (10(83)Cat. rr973401

Dept.

oeie e « ie~Designed'by

Approved by

PROJECT Sht. No. ~lof '2~

PENNSYLVANIAPOWER & LIGHTCOMPANY ER No.CALCULATIONSHEET

BUT 'F~W Sr' Z. ',

Pl = Pl, + F„')si g) —f -'

Il: sweSTimT)86-:

< oq'I "ize ie)L e 5'W 5rP 'e i3 ~) —ss,1 gi)1 —'"')

Pl, = 'B t, +55 ]~ Jk

'PRAQ FREE CAD f DlnggRn PF- I-Py!I-R,oO WHO. Wacke A, pisrriENTiS 4l'I'ue0 m WW ~~D itWlLi TELO ~ PIVOT ASMTFO>1I< 4, TN15 DIDYMO Hll-lQK P.Wl&YO 5$ 'THE ~~HIMP

Cme~Ww or- ~~ ~~ 0 5>c

Pizza Twit P&lAAQ186)bN IIITIFF THg.~~.

PoiriT"C

~1I6FKx.

~ Dgq

N,

+Rg V Vfy «3) e1 gi 0l

~~ F.~ r» Fz~ see >z:F'TH~y F+g t FJ~L,

'Fslaalle ~

~ I + yes —~FssreL5 1 sr

ZOPi ~ )4 @no~,

FIG. 0

4vt

l1)

~rA

~ lf

e ~

ppLL Form 2a54 (10/83)

Cat. e973401

Dept. PENNSYLVANIAPOWER & LIGHTCOMPANY

Dele a-~ rg~ CALCULATIONSHEET

Deelgned'by ~ PROJECT n-Pl~r-blO

Approved by

ER No.

Sht. No. l~ of ~L

WX

<EF. 7, ~<@).lrf ry p I 'l,g

SNIPS'Ti~ Cal|:~gll~ p

>w rb ) —, 9} r5 ) l4 (1'A>") 5 'g)( „Eg,)b—+

I lib'wg

Lgg 455 ) H lb

F~ „, = CZZ, tlh

rTft~b ~ POP.CC~~

~F - II TH) m967 I o<T)~~ 0)= f~).b. F40 IK KIN -99N - '5R 1HRwus(A~)c.xAQfg 3

~skcTce u)TH Lc~~ ) . ARTERY) I)JL I5 IOIg 4'5) D Q<R~H PEEL ~

1-)AR tzEF.)Z ffICoG R-) t >MyLE 4, h)N~fC OIp. IIi ],0+Io4 IN .

Swn,s ZZZ l. l . 1 4

/ p+Q), )g

Ly

ayre,~g %B lb 1 I} />g

PRQR QEF IQ ) Y)B Q STR~)ST)) br T)))=- 19~)AL I f +6 ~ "S> QL'TIP)rr) re STMQ>~~>l

IS g5 V o FS I ( QZ %WC»rqg 7 ~, GOM OF R),V~)C.RA.K rR@E.)

Peeel TZiTIHe (REF.I+ ~Eh TlQV 3e.'l.) yrKLP)IJo WA$ Qe50(~ rH 7llE Rl)05

.~< ~,a V, R..S. V~ r -eK vRL~ OeafM~> r~s De)6r/W . 7H&zRaC, RN/~MS VV ~ y )eC. V W) C.L, f)e 5~TVFA<mM.

I-)rye Zr I'izVSvm A ) 4 ICW yix). V)rIS O~COIIU l

- w4» ~

4rt

V

PPdL Form 2454 (10I83)Car. 4973401

Dept.

Date ~ ~~ 19~~

Designed'by

Approved by

PROJECT g R5$ 0 0 Sht. No. 8 of ~L

PENNSYLVANIAPOWER & LIGHTCOMPANY ER No.CALCULATIONSHEET

Fm~g IM Tu~gg tO CA&g 9 I 8 >)rlr3

Frr ~ Lg ( +5 0 > o I I/ ~e ) ( 7' I . 1+44 r

l.

lN"M t T

aM ~" ill

+

~ ~

w ~hN

r >r

PPZ,). Form 2«5«()0/83)Ca). «973«01

Dept.

Date >->5 19~4Designed*by

Approved by

PENNSYLVANIAPOWER & LIGHTCOMPANYCALCULATIONSHEET

PROJECT

ER No.

Sht. No. ~~of3~

rCmIO IseSVm. re~~ aW FOe.=- )N RaEAO IayIa.P.'~iil, zv.o5 lb),z< i'I.+~ isfiz

ZZ7, I 1'l >4

gay ~>S F'aac&3kr M~K EG> nmW~S O«Z I'OCm

I=„, - C,t 50 {>

F„, = i>,+M-~~

F~~ ~)33 I 14

0"

|'.lP'l»r

<rE ()3» 6+lb)('47I») r'(533)i)))(»1»r) t(7 z5}')L){zl)») ) (Ig4«7) )){ II»)

K~p~~)~ - ) Z'S5 g5'I lL i~3

I= „= {1.5,»rlr) )1r.y,33) I). 7,Z5+IX r),4rII II,) = Z7 l)Z )),

F ~„r-- (~4.9) I) +Z 44< )) + 4)> ) L) = '),) 35 )b

Pl (),ZQ>rAI !)w 3 7+,L3r)))»» I«a ~Pl)M

),+84,5) 7 t./LA1'Fb') Kl

g

~ 4

~P

ii

PP«,l. Form 2454 (10/83)Ca). «0n40i

Dept. PENNSYLYANIAPOWER & LIGHTCOMPANY

Date + <~ 19 ~ CALCULATIONSHEET

Designed'by ~@ 'RoJEGT rs-red-e'l»»

Approved by

ER No.

Sht. No. 'L< of ~~

5l f)all . +g 5~2)'4 1+

I k~l. 5l T )~u9

Sl l7+ib Zunis -8K iit. ~ ")

l L~,~I ) I~ mo HKN

l l N'l9 Z i TJ,'llew l»

2 3»»

~T>g yRQSi)f C h~b)A-

I'I,»»l»/, l».l» 1»/JlR, 5g) ) a

7~V,J 5 ll )

N* y I

8

Y x igaQ

h

.A

t

'P

V'P 'I~i

PP8 t. ForRt 2454 {t0/83)Cat. «97340 1

Dept. PENNSYLVANIAPOWER & LIGHTCOMPANYCALCULATIONSHEET

Deelgned'by ~Zf PROJECT m-elgb->»

Approved by

ER No.

Sht. No. 2) of 'l l

(lZ~A ll lL)(bl4) l ( T tNtb)(Ale) T(ID~lztltl)(Zlle)g(t 5'g)(te ~~)

~ APtP„) ) I ) 4/9 l'N )4

lQ ls

r-, = 3,'Lvl. la

l t't t 24 J i,i I},tt5 g l )I.

)~t I 495 lQ )w ll3'0)L't0< 1I

E,I=Ft-r„'T't IC '< ..|:6 )t'.4.„)N @H'Ltg Tot('PF,)H4

Pl~

1 405 3TZI ll eSO lie lb (z b ie) —t t 5'lS la (~z~8

= k(lbg a&iell -sg balt zbiel l'ls'Is), 'stsll jz (tbetlts~„lL)Z )q,HIo) hie

~I ~l

l

~ t

PPtt,t. Form 2454 (10183)

cat. rr073401

Dept.

Date ~-~< ~g~~

Designed by

Approved by

PROJECT + Pl~ OlQ sht, Np, '1't pr 0

PENNSYLVANIAPOWER 81 LIGHTCOMPANY ER No.CALCULATIONSHEET

~ tif'

alC,

tt

4PPCL Form 2454 (1583)Cal. t)973401

Dept.

Date b >~ 19@

Designed by

Approved by

PROJECT Sht. No. L> of <~

PENNSYLVANIAPOWER & LIGHTCOMPANY ER No.CALCULATIONSHEET

v ~

Qi

gC

"rf

ply

'>

I I1ULTCD CONO. S" TA" o HAS COHI'AAISGIIFCBltUARY 983

1G4.0X 0 CILL TO

01 1 CA!iC

I CTION

R TRS & RRS

".iI:X

HI 6l JE-2'E- +CHUGI+ V2SV

12

E)

CClEUJ

CC

PL I

10 -i 10 o ]0FREQUENCY (HZ)

10 3

SCALESUSED I 3.2X10 %NITS/JN

I Itg

~rl'tW"

cab

e

f

'4

I nut TLD COND. " Y TB~ RBS CQMPAPI"GNFEBRUARY B3

404.0X 0 CILL TO 0 I

I CASE

CT ION

R TRS 8 RRS

SET

HT Cf

SE-SE- +CHUGI+ V2SV

C)

CLCC

10

CC

PL I

10 o 10 i

FREQUENCY (HZ)

10 > 10 >

SCALESUSEO T 8. OX lO UNlTS/!N

1

41

orI

'h

eevALK%Ju'Ksvc)ATRoL EQQIPMsNT sP6O<usTPOWER PIANT. OIL 4 GAS INOUSTRV $ IIIOUSTRIALSg~

NThCHrtM7 Q ) $ 'HARKT 85 gF gg

AIVNODsMORPJLL CO.INC.DIIIONINIAND MANUFACTURIIRS SINCE IOO4

285 CANAL STREET ~ SALEM, MASSACHUSETTS 01970 ~ 617 744-5690 ~ TELEX 944299Xgg~~g(~OIycX ..

April 3, 1985

Pennsylvania Power & Light CompanyTwo North Ninth StreetAllentown, PA 18101

Attention: Mr. G.0. Mille

Subject: Susquehanna MSIY's

Gentlemen:

The following is the information you requested on your letter datedMarch 29, 1985 to Mr. Webber:

1 - See enclosed drawing detail for yoke rod threaded portion.2 - The material of the yoke rod ls steel 1018. <o<o o~"" r ~ *

ignis, Vs1. <3 - The inside diameter of the hole in the poppet for the pilot valve

is *3.50Q.

4 - The maximum diameter of the valve stem at the end which forms thepilot poppet is *4.000.

~ 5 - The diameter of the valve stem at the point where it passes throughthe bonnet is 2.000 +.000 -.002.

6 - The dimension of the opening formed between the pilot poppet and itsseat in the valve poppet whenever the valve is in the open positionis one inch.

7 - The outside diameter of the poppet at its upper end stellite facingis *21.475 +.000 -.005.

8 - The inside diameter of the valve body against which the stelli tefacing of the poppet slides is *21.500 +.010 -.000.

NOTE: All dimensions marked * are to be concentric within .003 totalindicated reading (TIR).

1

Nf

)

%sees>70wcHV 3 SMUT tl Ol Lt

Pennsylvania Power & Light CompanyAllentown, PA., 18101April 3, 1985Page Two

The dimensions given are proprietary information of Atwood & Horrfll Co,and are to be kept confidential. Reproduction of any part thereof or use'or purposes other than those expressly designated by Atwood & Morrj 11 Co.is not permitted.

Should you have any questions, please feel free to contact us.

Very truly yours,

ATMOOO & MORRILL CO., INC.

VLB/dab

Enclosure

Virgil L. BrightSupervisor, Product Service

4

~4

I

0

l~ir

rHA 5vc c<c5 \'9 ~o 55 t'5R<6HQlcU4A4LTO fHt Roe Aai9 'Wnwise .005'TIR.,

fN

8sc45

+~.- "i'L~Wx. )sly%'i.> g) ~Dna.

Mechanical Protirties of Cold-Drawn. Carbon-Steel Bars

Strcagth

Cold Orsoo folbecd hyIon.Tsnpcrst¹ra Stress Rslicf

Cold Orsva FoUoeid hyHigh1cmpecitwe Stress Isliaf

Strcagth

AISI No.

Sue, ILTcasile,

IW NYicM,

1,000 Psi

Etoagstioa Rcd¹ctioaia2la.,X iakca,'X

H»doc ss, Tcasiie,Bhs IW Psi

rnhLI,OM Psi

Eioagitioa Redaction H»doers,ia 2 la„l is kca, 5 eha

Tcasitc, TicM,I,MO Psi I,ON Psi

Elon8stioa Rsd¹cbooi¹2la,X is

The tonsil ~ and yi~ Idstrengths of carbon-steel barsare Improved by cold draw-big. Sy comparison, the ten-site strength of hot-calledbars is about IOtc less, andtheic yield strength is some'4'oss. For exampte, a low-carboa steel with a yield-to.tensile-strength ratio of about0.55 in the form of hot.rooedbars will have a ratio ofabout 0.85 after cold draw.lng. White there is some sacri-fice in elongation, reductionla area, and bapact strength,these changes are relativelyIasigaiTicant bi most struc-twal apphcatioas or angineer-lag compoaeats.

Ttds baprovement is of in-Meat to the design engineercaching a better strength-to-weight ratio or a reduction incosts by the elimination ofalloy conteats and heat treat-ment. The enhanced proper-ties may also be useful inapplications involving threads.notches, cutouts. and in otherdesignrequiiements that mightdeflect strength adversely.

Turned and ponshed andturaad, ground. and polishedbars have the mechanicalproperties of hot-rolled barL

llll,1825

96 to IS iacLhcr Vs ta 1% iscLhcr III to 2 iacLhcc 2 to 3 iacL

1117, 111$

95 te IS iod.Owr 15 to I% iscLhcr Iih to 2 iacLher 2 to 3 iad.I83596 to 75 iacLOwr IS te I% iacLOwr II6 to 2 iacLhci 2 lo 3 iacL

1848, II4895 lo Ih iocLOwr 5 to 1% iacLhcr IVi lo 2 iacLh» 2 to 3 IacL

1845. II46. II4596 to IS iacLhcr IS to IV¹ iad.hcr 116 to 2 iad.hcr 2 lo 3 iod.

1858, lll), 11St

95 lo IS iad.Owr IS lo II6 iacL

her IVi to 2 iacLhcr 2 to 3 iacL

IIII95 to Ih iad.Owi Ih lo IVe iad..hcr II6 to 2 iacLhcr 2 to 3 iacL

II4495 to IS iad.hcr 5 te IV¹ isd.hcr II6 to 2 iad.hcr 2 to 3 iad.

706560S5

7570

6560

85

7570

90858075

105

100

9590

110

105

IM

75

70

6560

75

7065

85$0

75

70

9085

75

18

16

15

LS

15

15

13

I2

13

12

12

10

1212

10

10

12

ll10

10

llIl10

10

ll1010

10

10

1010

10

3535

"

353I

IQ131

121

111

149

IQ131

121

170

IQ149

IQ

179

170

IQ149

187

l)9170

IQ

197

Ie)0900

212197

I87179

223212197

ll)

807570

65

105

IM9590

110

105

IM95

115110

105

IN

7065

6055

80757065

8580

7570

15

15

13

12

13

12

1210

12

1210

10

12

ll10

10

11

ll10

10

ll10

10

10

1010

1010

IQ149

143

131

179

00IQ149

1$ 7

179

170

IQ

19)187

179

l)0

212197

187

09

223

212197

Ie)

n9223

212197

70

6560

55

75 .

70

85

$075

70

908580

75

105

IM95

90

45

4545

40

5050

50

45

70

7065

60

75

757065

$08075

70

85

858075

2020

16

15

18

16

15

15

16

15

15

12

15

15

1512

15

15

15

12

15

15

15

12

15

1515

12

IS15

15

12

45404035

131

121

lll101

143

131

121

lllIQ149

143

131

170IQ149

IQ

I)S170IQ149

187

179

00IQ

197

187

179

170

2I2197187

l)9

vst¹ss iousds, npnrss, sad h»sgeaL ScarcL Atst Ctl¹aittec el Hol Rolled sad Cold Fiaishad O» PiedocciL

~ ( ~

4 ly

t('

q'3

4A ~

C

i;

II

L'

CALCULATION COVER SHEET

CALO. NO.~

FILE tlO. 5Z.LSUPERSEOEO.BY

SAFETY-RELATED g.ASME I Il OR XI, = QOTHER QUALITY QNON QUALITY Q

O~ ECT ~<~z+ Aa amain ~mm>c ~~Or)DESIGN ACTIVITY/PMR NUMBER zR~R. 1C)i')~

E ~s>v ~ m4

ER/CTN NO. I+)~„ggyPAGE t OF

TITLE/DESCRIPTION ~eT ) ~PI~ ~~ aN A)m, A RR

STATEMENT'OF PROBLEM ~~'~<»>< ~> I<~)~oE)A~< <>~% QP 6 Zh" RC-:C)~gL)LF)T)qgI-IRK ZiRKRg. RT 1P)ELK) &g OH Tl)E HARQV4~ A~l&VKD W)TH ~P IH~gg ~I))g S~I71\'~1~1C)A VFILMBQ &)T1) W~~T ~ YA< E'ERVQR+hg(g ~F' f C Qg~ pygmy 'lN)N

DESIGN BASIS (OC020.0 OR OC020. I) AIQ

XT >5 AS'1)F1Zy TAqqT g~ ~R Mhk %R 71VE, E.INK)S SETFCQW Pg ~ ) gC,pe.<>ATE CRLCOth A )qg )S'CgR)RAG) RSRAtriEP T)IRT 7HZ HT >)T FllOU$ 5 qqNPg UQy)qyCY1H RC'EPREH~~ rlS WAl C)fW MPH I )Pt C)F TQQ<HSVIT'5 Y)'El DEl7 RIM „R H5 )~&>L4 R)'I'R'bX) O)hV'AOHS PF

IME'IHCK&AC I'R5)C- FoRmuLrlE iJJEI 0 GmlSCRVRThlE I~~ITE 7JI)S 59&ST~-uMou) a PR>6aSL J .SC'J&JL<g~y qzN~~

FERENCES/FORMULAEo C- A, I, R v

Fl= JJ3c)JJ,5H Cp)0), R,EV )p

Nf ggcl<C, 01TFLE~ r/E)ZZLC SAFE ESP>, G.G. 'pWC, W9 -m)-b)) -I<')-Z, MC.)gC O~~~ noZZLp

4-. TELGCQ)4 BK~EEH ln< HE)p)< Q)CSECKK OF MPX. EKSiC.'AR7ES 4 le, P,C, pgL~g ~ (p)rgglJlP)~ T5. nP4S 58.a-)SS~",... CFF ~S ~A-~2 I'>r'C aq~aC'. "<. r-SFIIc. T)1s« l FI.-> (I>- 15. LE1%< ~rg 0'rl.g. )))C)'S STI)rlQI)RP ) Jado&7"A< 0F ETVCAH~)~C ClA,'LCiiglOrA a g ) g'7Q /g /AC+~ Hl)L

VPhxaO ruAIO Z~gW,p'T~O % HCARFAILL CQ. ~ Z)190-18, 2). IAI W,C. mF))u gvZgl~ )5oLl)T gN gl1L 1lc IEEF)ACtjrRnT g)q, ypqmESTEN./SPARKS, G7Y)<Ol1)LE)'4n)F80CIK Fe lL lP)EcHl)rl)gl)L EIYCgrlg~ )1~7~. ~mA1FID Q', ROF)g)' Pt)FEEI )LF)$ FoR, STAE59 ~47 ZQ49NI )Q1,5cA K.'4. 5-19 'l)v))w< 5'>s lou)l lnloc>) saG 'll'ez rl i~

SUMMARY/CONCLUSIONS ". " '~"191

It'slng gq~ SELT ~ s'1$ sEc. T )K.->0~ TR5Lc &+3 Z.'E~> ~P> 4 ~&~El Ao 7

8+0 LMS QV C)fRRRTlrib YE@Pl)'.S)VB roR. )N6C)p<E) ~S)y L~gPgp qpq~OL ~g~lZ, LRaec G))INWIT; eQW R~C'HPKJYT r9 p)c)mT'IN% PL@—'wlLL rPir p)o,)g,>. C~OVAV ~-ra~ POFit)OA ~)TC)A F)NP 5rnRLL WN~~< BVd. ~0VLO FAIC CADI)(, FailQP~ Or-

rnS)V -LC.S PmYE1+QVR . RT )T( FOIIYA(l)WEnr M T)IS'JAI.YN+. T)IK mooter )~ I M~ R)IG TRC LJ)RSC cON DV)T ~h H)U. FAIL el))qS)tFOC A

L'bled

10 P CYJrlTRqL g0olP)PC)S)T)WN I hJu)(W"C)a. T)Ia GmPu. E)elA, meoPIT)P) 6 bMCWKe H) gg PP3 V )=g) g.,LIFO)1 SW)TCWS g)gg re Fg1)

IA . I" lPA'4QL)C 'S~ Cgnr%0t I-IFIRPggR,P QILI NgA %)l.-). )F SA4> PEP F~ COHOA)lT 1> 5u&ST17U~ll FE)f fECQLF)IL Pal ~DA))7

>)TE+ I FA)LIl$Z 1l)LL tlEYT

OC<V+'.

IF= I" 'l()($ P)$ 'P 15 SMUT)~')P PQR. I ''oAl&)reH ~ ZVPILTAVH ~y,, )~ y FJ))LU~ HILL Pl)T 0(CA)~A

5>+%~1O 4+5>

PREPARED BY

Qz%~. 'KREYI'EWEO/CHEC)tEO BY BATE

&-Z5-85

APPROYEO BY BATE

'l

$C,'

r'

~

Ppa L Form 2454 n0/83)Car, r673401

Dept Nm - mac.'6

Date ~ <+ <g ~"

Designed by'i'44Approved by

PROJECT ~ l~PirtrrlslV Ha& ARE AE .W Fl-

Sht. No. Z of ~XX

PENNSYLVANIAPOWER & LIGHTCOMPANY ER No. I H~ tRt OOrCALCULATIONSHEET

fll0QllELD

Pg 0|r

5 IO T.D

l

}3

l

jl

PParp Form 2454 (t0t83)Cat. 497340I

Dept, H IPc- maryDate ~+<~ 1 9<oDesigned by

Approved by

PROJ fCT ~ rr)P)w oHPls)'Y HRP~AFZ KfIL( ))= R%55-130

ShL No. > of z'7X

PENNSYLVANIAPOWER 84 LIGHTCOMPANY fR No. 141568- 00$CALCULATIONSHEET

I-)I9RE I. VESCR) 5Q 7)IK )'HVSI<Rt S)V~K)4H +qT glSTS AT >Q 71CzlQT))g r4.ar)gC.. PU+)P O'I g~ gr- I)1E BREA)'- C0~M -rO RENT'T 8 SlEA99STR~ COND)TWr4 - S~rr) KSCRPId C FROPl ~E'Cb %<EN ENDS<%Mt 0 >~< A6D IVAN RRD)ALLY MTlr)AR.L) . <HERE )T M't)MLD %Nett))tI~

~i')'8 )a)S)yC-: DIRPlM5. CSP THE, 5>'tt)lQ'b)C&l Sw>CLO VAR5, 4'AKQ 90iILQTGV)) m OEF~T'ME FLOW A)r1FILL'j BLAHS THE') P< O~ARP ))) &WD) R.~l )%8~ )T )% A559P1E D )HI= l)IR)LAT))N WQ'VL> Iarf QLQWhl

R0 AY. I HK )-L~W -rbWRR,P PN E RERQ~R. YES5~ WOOL.W PRE SMf) )2KTH%. RH)) VLVS 6C. T'W~ THE'~SKl RNg ~P ~10 ~H1KLD . ~Krl.ZW O~RWQ WOO<~ CX)-)@USE Ic)W 'FV1~ DRl'~ 'DOE m ME'KAEK.aha.K PRWS'4~6 IW 'THE, ~)% SHlEL37 RrlNOLM~ AHP IHg Lgt ATlbf4 Q)=8~K. 4)-IP eT T)1a PrYQ~I 5)PE OVerVIrV~ IW THG 5H)ELP

YO5& 'b F IIIB FL'VM &0't)L'0 XE ) tV NE PJ REC 71'08 ~ W a VPa~)r)l mE RERc~fc. vesb~ - FIDDlv')oKALl7, ace,RMsE'F TuE. zEMnver/

Fu)Q ~)5~nl<E THR.'bM~) THE NO'ZZCE N 4 COaPi9RgC9 ~ TIILamlSmrICE- 7NRSNH WP %PIP S)XE P)P)eg THE I-L04 FROPl ATEyCsSZz S)17K'A% O 6E THE FXMGaI nlAWW kQURCE, AwP PH~ OFIT5 ~fnEr/Tubal WOULD C8KRV'Y~ ~ T)lg ~ n~VI~ qgaY P&e T)IE

QE5Q=L ~

ll,s+)FR/& R'EP. + TH+ >L~~ ) N 7HQ ~Rct.P D)RECT) 4) < J5 ~ fbf$FC FI Ng

IPA=S>)R.C')) 7HZ RIIQULVS RR4lI)<P THL M&K /5 W I51C ~ FOR.g RER]4 scVAfzRT)qd 0 F- . ttt, Z79

)O

Cla~))XMeb>AL PrmB OI= mC ehP 8eu~ mZ V~V GVÃ

',„,= Tr ())(.~) = xr(ztr -)/i4 )ACFII = JZ>l.&)4 = >,65'Z. }i

EXIT FINrtIVLU<, FIRER ~~ P) PE O O 4qzS SH)n.P JOKER Z. u.

Ft = age P(4'io")'- (ztt")'g= to+1..i< I)4' 1.Zt,5 I=T

rW

% ~

f

If

PP4tt. Form 2454 ()0/83)

PCat. 4973401

.jx)t's

Dept Q I'K-F)IKz'A

Date 'o-» ted+Designed by ~~~MApproved by

PENNSYLVANIAPOWER 8( LIGHTCOMPANYCALCULATIONSHEET

PROJECT CP1iC Pl-rlSS- 0~ ~ I

ER No. ~~-~>Sht. No. ~of~'X

r)24)pl RCp. ~, IeRtor. ic))

cgnv>ore tp- Q 7)))-. @gag) FOgt-g Ppg g~>y ~+):

p~ tto F)o + Pe Re

) e ~ riess ssrrsrrr oF rue r-stne rtr Exr r = j.lzr )bps (~ ~ »)EXIT VEU)C)ry er- Q<E PLV/E7

Ae " aX)T RrCCR = l.Z45'IPe BXlT PgE5A)l2E Z7% PS) G (~ ~, I5')

vying paTrr ') c- Fleam FEE'lRss Fw~ RATE ~ II 5+I Jb~ 3e'- 9)41)tp.7

uerrstrr tde area ,)) /qs P'/sea

IP-

C~„f

fC

I I

1

PP&L Form 2454 (10/83)'ar. «8r84o)

Dept. HW- PlECH

Date»4 19~<DeSigned by MRbissee.Approved by

PENNSYLVANIAPOWER &LIGHTCOMPANYCALCULATIONSHEET

PRQJECT JET )%$ ))I(KN T'h)+S»y HAa MRNA L4. 0 8-

fR No. t4>b~~-'bD5

Sht. No. 5 of ~E~

eabem~) XC ) r)M M<WssV ~WHV'>O6:

Ue <e, f Z. L

/S,Ã1)I )r;S!

[ QZ. @50T'= ~~

~q+ ULQ

6~~< <K T)AE, KT'S 83~)%'VALET .W 4 r) 0)'Pi QI)5) ) ) VD''I% 6N9P-E8 M')All m YNE'C'TU/Ol HIvNu'LU$ M )T / <E8

) B~, ~I N CcLCA6% OI= TRAVEL, e)= rHE'7Lan /rt AH+ HX) 8( Dj/ZWY)~4 AFT'-WLI=Rv')d6 THC ACR K Gal /5 Vc'R) S'H cl<'. flr4D 5/6(L TH< PVPI

)@PC nV O /S ~CrVRLb-l., Ml@hmV'')~>,'~re 7ltC ~Ital MOW, ~Sf)~)-/TltL, A)(,1/7jg~ hfdf'64 1 IQN C) )/C + gg .Ql) 9g)- Q- Z. 0/= g~roe ~~rv~~V

~R lO O ~>a Flin =Ado

Rs = IOO Re! = )Q q ('7. ZingP }

R~=RZb<$

+ >6.~~is

De = +y) sn(z.zl< S 0+l4 P)V

8

71

ef, $

A

~ V

vVP

\

PAL Form 2454 (10/83)at. rr973401

Dept. HPG-rt)G(R

Date 6 z+ 19~~Designed by

Approved by

PROJECT l HC

S V AR ARE C.FtLC. W 8-Sht. No. ~ of <1 tt

* .1~4CALCULATIONSHEET

1ZL.5 3o. +lf)

L = l3 I tt(

P)WSum~~T, TwC D)SrwNCC ~ )rnggt;em~<P75) V 5 RAN 4g5 Fg~hn API Row)rt) g7z~yH)r.CR . PM f))zi'aug)X C, I<EF. b, ~a mr'AIV5)4~ IS'SJVum ~ E)-L)hl Ql + 07)T TD ~ ~ Hh,y mPAT)(. PLACE'E. THg W~ SJ )t& gy'Q'.tt)~jr))I

l 5 ' lM~ 'r 5 ho& Pl Pi roll ttt'RC~)

rot P. L ~

I~=

L~= IZ)

Zt-, Z+.:71,7p'7~- 't C.ttO.S P

1l-, = Z l, t'Ott

Lt~= Z.'Z50tt,

D - 2'I.C~

Ft~ +<7, C'7$t;

= +Po zz. p

RSVP<>)H 4 7HZ w>l FoR(g'T Ation 7$ Rr ET j7)57WCG )S (77HS'%trv7 AND%QU At. ~ ~iE THrtuQ 7 FoRt'' R CDN5ERv10T') YE RQvw~>~)

) 78M "fWEf'RSSuaG Qnl PnrY. 77K~er IN WE VBRCG7 fL«E ggOC.P M WL: TH<<T

,I

lA

eg

<s

pp)L Form 2454 (1$83). Cat. N913E01

Date '»+ 19~<Designed by ~%~Approved by

PROJECT OH

QS)9 HW PE CRL(. W W-Sht. No. 1 <tie:t tL

PENNSYLVANIAPOWER & LIGKTCOMPANY ER No. 4105%-CALCULATIONSKEET

QJV) JQ g ) QQ gQ~ .pLANp pga1+p.z.5

Pp- 7

Rr Rr

Foe L7

LT

)

L~ =)I )

P = '77 jj/~~)'-, = ~'~ )t,j)~

- 4.~. h J)~

Pp g4 )4) )yI

PT = 5.7 lb r) y~

I'-, = + -tI lb))A

N)SC . I)) SJ )I 77)INC = M P0TUNV)RLLV PF~7) H6 SAFARI F'~T)PN:

1 OoN.ovtr (pLEx tr Rtcio), rizcr /0", t ", g /P~".

2. AN(.z)gn/ 888~ ( LRRCE' Sn<LL ) .

~ItlCT) Q~ 5QX WOVE'TIN'5 PLY) iQY .

LIP I 7 5')tI/ 7 tPQ~

5. HVPMVuC. 5)yECD C<NTrÃ) HeRQv/R~ .

b. X-SEAPl I)I FI).0r)T OF OKRRTI)k

O.ON D01

0 THE'U)SAT CoNott))T 7WCF7 IS RT V'RLVE5 8 g D RT S 9 P'g/9IAE.VuC m95T EXPELS FD Co/vD)If@ )S TRQ PQEg COggt)JT 5VPA./EO eV eZRf9CRICArl SCAN} CO+PRH . I'ER THE VeVV0g Cyn-gL<6-, PJE FO~&IPla.bI)Vg JS RRI KR8CE I~8, T1)C TaREE >I~ USM:

~ 1

I~ ~

\

n

r+

PP8 L Form 2454 (10/02)

,f~at. rr972401

0 Date W ~g >6Designed byApproved'by

PROJECT ~'T P)P)H M~T- nl

>~iV BAR AREASS -QO>

Sht. No. I~ of ~~A.

* . 24BaCALCULATiONSHEET

I+IPl l IIrr r

'DI R ~

3/ Ir

OrzhrllK

I >0+

lr Z.+

1,9 t"

WR . hu ovh IHiiV

Qz

40 ~>

+0 FSi

PRcS. IH~@ 1

I <>K,~~~~S ~ +~~~~ oui. ~q" ~, „

Fca'x C<rIDuI < r'ieiczL, cxP>sur2.s LcnlemS

7lrRGE1 rrrrErr = R~ -- (Dlrr )(LQr47r'

"g, ~ -(i,p4')('5i, ) = 97 err ia.(i.Z4")(~~") = m.i + i~

ill,r," (l.<ii")(ru" ) = t iI,'z'4 ~

F)4,q~ ~ P~g @~4 REF 5

kp = +~ C~ (pKs4 cpr."r: )

4j

1

, 'g

l

44

OC(

*

v «g

ppdL Form 2454 [tar83)cat. rr913401

~ADate < ~+ 19~<Des)gned by +4~~~Approved by

PENNSYLVANIAPOWER 8( LIGHTCOMPANYCALCULATIONSHEET

PROJECT ~ ~PI~ melT brn~l~ W,SV r.W (F)i(. P p1-

ER Wo. 74LW-00>

Bht. No. 1 of t-ter.

~i II' ' 4 (b t)b/IN )( 't'1 4& ltl ) - ('g4 tt

Fr„ztt; = .4 At'tlb/I~ )( btr qt... )

«E~ C.oNOu)w c en/~un < C.e~ OR R.V ~)-le)rrt ID-5FAN T&IS\hl4:

>~FROST' ~gI I ~ g~gpU>) ~SPlLY'OAKb. FaO~ I gc.E

~~~c H = cqI=tpt'upttr >mt rH Hor2.>zortTRt

L LP-f44'H O'ETHCI 8 SQVI'0 g T5,

ft&i)mE 5" Tortoni.

~gQ 1''.

lj i',

] I

+ La t~ )

gS,l~)b

elder.C

C5t H bP TH'K~K LQAÃ lS M)A@I)AT H ICHK 7RAw WE r'7')N)JPIRLl19$5I-C R)IC WK P'PrPKT)VC 1-WOV)7'5 ))tI(.l tt)9lh)k gt~l=) P 4-N - I

eaFaM ~WCvOPq,TBSP c~~IDunS ~Os) O FR)L. ~Y ~RZTZW)rt(~OatPOM)bey gal%,)H4- &)= (.68).C INK)~ rQ BREST QF: ~ PETE<Va~PKP.

Pl&)t )RVP) 7)GTI)H4< >> C3NDtt))T SLA57 THEET —)~ FT.) P~

-" 'fr)L/t<

~ 4 ~'kIt li /~~)l o> ~~" ) = lO'i.tt lb

F i .g(f] ib/ s')(rk~>+>t t =)Fat ~ 4 th

F,„~t;" -- .tt(43 tb/~')(0r >'o )s )-.1'1'Lrt 'll

Al

l

t

PP))) «Form,2z54 (1583)Cat. trz)73401

Date ~gz tg 'Ke

Designed by ~4~~Approved by

PRO J ECT < )') ™<E~~nSTl H XmaaZE' C. W

Sht. No 10 of~Z, X

* . ~4%.tl !CALCULATIONSHEET

H, = )t)) tW (a~i ) ~ tt>'v )~

(9 )r)

tlzt tt (gt. e) - 68 IS%&ll

s(<4%lb ~ >8~4

~ gl,) f),

H)v" 'g )W)~)'N)>

a (ge~)

EB~ o)- ~l)SE LEAPS )S LES~ TltHA THE5UaHaA.E WRP Tr- ~ZgE l5 d~ PR~H.b)= SAM- HO4ecfZ piC ~lu <TTT)E

~ )EN@ Csnrta.T)s'il egp'aE HT<rwg

5)iVQ 77155K ~g,r'.55'gg C~~ WIt)g~P RPS~AVt= fill 3)eiggEN) QP('t)t4 A l rS w o t3 < p

~u4T)~H 60XQS

I=Rq)Pl Rr=j, P 3/P7)>R)9NS OF IfiÃrr2E 7VHCT)O6 59 —l 0 p I Z

P

I t

l3

fk'

PPd 1. Fgmt 1454 110/83)Cat. 9073401

DepL A~- NE.<H

Date~nzit 19 >5

Designed by ~Approved by

PENNSYLVANIAPOWER & LIGHTCOMPANYCALCULATIONSHEET

PRPJFCT ~ l)1IPINGEPlENT PJ

ARQMRM C.BM. > Pl-Sht. No. II of~2l

Foe@,./tr eoatetcE Q = cog g (ate pie st / -Rar, g JImP)84eAmV FOR.C.a AN IW S.> OC OP yg g".

I jata — (COS i+ )( /tRR/t )( 9R99, )F„, - (.~73(/z" x~") (n,.qibf~ )

VhivK D S t.ARGY POHCY>wd Ã)( I-)RS Qq E I z. Rz'X Gee A)v rump()IG77 q~ I I/9cd)EC $ csRC i4 JRI~HK - INK.CZca pI rueu SV mNe.C~g~>SS N WC <»> WC 4l ~~K 8~/ RC)= 7 WRAC /-)'7 .

1

1 Z / \> loth7 arf5toti ar 5 oRRotctc (<aHiiac Ti ski To ega) = T L II t t c/o/ Iz

T," (n.5 tn) + /d5 'st Ib ' lst'l,l Ih

T, (511.~ ib)'/II12 '1 )' 13D 11t,

>+z,~)s +. y+-l » " &l. r )4

F/c~QPl'E ~A'T 3)UE ~ 5HRPON))1I Floe/c LC>

ETC ~, Qgl / HALF Tj)f PPP,CE)5 nv~se)may ~ THE So~. 7))EVVJ FORCE )~ GET D)g~r7)0~ 0~ g~i is:

Of,Mh+ v o.~lb)+ zo), )L ml.( 1a

z

cetono~nNr ttr- I,„„'top-etntcutR/a rn /z s/Ro >5/.~4. )I x coot)

=z+II;.4 IL

I Pdf?(C )~ p)~T114 PE7zpeVp)CV~ p~~ ~+. CoNDO)w &RCCme)gal r>W6

- ZA)L~2.R-)L = 547-)4

r

4*

~ 4f

PPdt. Form 2454 (t183)r jr'at. N973401

Dete~e~ tgOgDeelgned by ~0Approved by

PENNSYLVANIAPOWER & LIGHTCOMPANYCALCULATIONSHEET

PROJECT I P) P) HQ

Asl I BARPCARE |'-FQ c. N—

.'l~ri rr r. rr

Sht. Np. /2 pl ZI Ir

WZ rtzryrCIIRSrrr Or- 7rtE grty m 1yrg. mpurrrrNC I3Clryg (Sdb-IZEP Kr gttOZ7 t. L 7trg Fond+ Orrr 7rrt IZ 3/rtr rrQOCD Crtgyt7g R rrrtntbn t

'trr HlC,)3 VQOI p ~ RGASTE7 PAIPIAK)c l3y 8 CgL)Pttgerr'.rrery srrrvcHeg'syurrs i" ) (see rreF re).,

F)zoz <m~ 0F f)R.tR or- ir s)DE ~ coHpoim ~RKRlK yyT-J )re) JT 5w)7c.HK5 = +. 5 /N ~

«merr7 — IrortcU)l'Large nnm ) = ('prQ)) t) (+em) pent; r„)t,>cPhaw-)oa ~E n) G~~mn- ceH~Z = 3,5 iA

r~~c,r id cmuu)r = mmi r — ~g. g-" ia Jg g./tlat )g5'<'PhlzRT ) 9H 2;G IA

~r)r)v m~~rS 4%% a~ FAt'cs en~ ) rI aacYNVLQ)~ CgmL~5,. assi)ppTIO)rtr P TH2 P)ZOS'W'T) ~ '(it ) t(Vv iy)pl= 7 fp) ~ I )=0 g.

Fo)Z. I rZ)(oIP CAr4DgT '.

0 0, = j.~/~c. P. 1 ~ '04-0

WALL THlt;XtNES5 = )F5~~~~Ri —i lr o ~~L I 5~,4Qo-M,O~O YSI'i&.P 5%,~4~>

ASSUR R Tv)AT FAILURE OF G4hl D4)T HOOI.D >E'T') AEl Y tO 0<CQQTHE WgERP$ flT THE P]4e(C. SItrtA)=TEA. ~

Hss )~g cC333W)v 7Hggqpg pgz- ")=3zM 3=)vrtH6 'ew ~is~ /5, )2pt c'-gb, or=Jz./f'. I. tytllttoK DrH~r ~ = Jl )g ) /i 4 T)I)ZERH ) Jtt ~

rnrrrrrrrrnr rennet 7r tt 0 p -Z. I'. .~ yr $(I3l>ra) ,(I Igl ra) f - .Ztr—Z1 ra

RS59 WE'Z RO) Q'5 A v fKFTibm 0)= T8~79 Dl' ~)t ATr)dt = - I Z5».s re~/s

~ OI0'L I «

nrerro ot= nrrey nrrrrrur yo nrlNtn Dln=r ,grett7 lr .oO'tl.d l I'br.

a

ll] t PP4 L Form 2454 (10IN)

Car. 497240$

Date ~+w 19 tran

Designed by ~~tQL'pproved by

PENNSYLVANIAPOWER &LIGHTCO!NPANYCALCULATION,SHEET

PROJFCT ~ I%PIP)~~ 065,)4 Rt LC. W PI

mss-

Sht. No. is of %7X

r-6.%F,)0>W9LCXi7gZ

~A5F )2.<

fa8, EMSt)C. Agg:J Ju ~~~, THgC<4ig.~r'Ml& FnCMIL,) ~ ~ -o

>6th H)SHE 7 ) SHg~rl.

dF%n RCF.)3,SNF F. CaanuT)t)2T)~0 FRCaK M QREA~ )J')%'S Z.). QSC F,a

arne''= F.'g k'L>ii ) 6 . 5 'ttittt0 tl/ie, lpga I J4I

SZ.)i<~ TMU )S L~S mu)) ME YJ~~D ~m~VH eF T))e Plan<)86)uC H)Lz )-)aye.rlo F8)LQR,R .

'splrtt.t aottr:rl e'H etett ( ace Rat', t+)

>Jm~)»~ GF aX)'<ZZO M~RCC, FW~ AC'N@E >WXh ~ X4. = 7.0)4I

Tag'.~ y)87R~cz ~ 9 Fi., JAK4»rc)= = 4.l )b)>P

F~aLC OF 78@6>J 0

t-rtcr t's =(l2 ll/,~")(~ ta ) = )5'l.

G5,+ I k

P)E. ~ KHQ)AN))PI(~ i AQQP7E ML+ JjglJ= ~< C>rr&))T L9817 JS PVINri2l]~g)N 7HE' . THE'~ ) S og~ ] C<HP J)7- A~iCACO .

Q0.tl, ] $ (re.tei~ti)

~~ FeR.{.E OH ~ = J <h3. )=ORCW 8 G".P/J)in- J-. g,~= 3~qb >ts v - soy Ig

Y)r))S ~RCPT %<OLD CMM R ~PgV T- )FJ. THE I Caii> I'T g7/JQgPI 4 I 77'EL,)~)W S V)kg . STYg5 JH TVW ~maga- ~Oi)u BE'

kkvy ~

)

g1 C

~g~k

lg

T

t; lf1

R

P

I"n ~ ww,

PP&1. form 245i (10/83)Csl, N913401

Date M 19 V~

Designed by ~f4~Approved by

PENNSYLVANIAPOWER &LIGHTCOMPANY"CALCULATIONSHEET

PROJECT ~ I MErna4T OdP1S)Y HAR9HRPK'. LC, &KASS-004

*i iiSht. No. ~lof t

pn~u)p, i.u

~<r) lz )~ + i q,~ +

.o>lgOC'4

—9991.4 ll/)~"

Af'P)-') ]H C l9 S~l CQnlCEN7KR7 ) 6d FjeC~lt ~~~ ~@~ pg

i-'i = $0 x 'B~9L4 lb /is = 'N~TI 9 jijig~re ~pc,

/w ~ TP6, 0'%476@ ~~ ngw y~~ ~~3 op ~nI'™>AC &')) 8 P~IR 0~ &J'rg,s)h)n7]b~~< g$%%u ~(y gag/1 /7- PyJLP

RAP ~)RY 0 ace FRiLuRc

TV))4l.)gg SA~ Fh9~) Yr) nlG PWTE

2'xEg

DF novdr)86 FLEE IA x-s)R6c>)~d 6,5 8 z+ = JBZ»

lade@ ivy movwv ar rium m 9 pr, p )i 9 ll fix

Fbi|i:i"= i6 x-D>Kgflgt F„'='A >ill) ()9lgiijk( ZI) i$15iiv+5 ) = fi1+.0 l)i

l

tp

l

4 h

iPLk

PPdl Fcrrn 2454 (10/ddl~ ~ Cot. %7340 I

Date ~+~~ te ~~Designed by ~~~MApproved by

PFIOJEgT ~ ) wP)HLE)IvgKf OH

PY)V > m RS'RL~ A-855- 0

Sht. No, ~t of ~I >

. ~I1ICALCUI.ATIONSHEET

3 II

Vl6,W

P~P)evT PIt. TN) ~]Wq P<~ cRr) PWY) DE YEAN Ll7TLE R~&'l~)g~IIC~ )g 5, Qllg~7')gyes, „-. g5g~~g +LL /90&&/7 ]5 88'SMPQ ~ +f P'40~.

T. Pl~ &I ~ gt.@ > Hgt~ ~E ~ POR4+ Fg ) S

(v 3r(~~~~~~j =(ambi)(i(zeal~) =~a+< i~A

PePlPLT ~E ~ l ARC.g (%H Gill AX FOWCg I Y 8 0/~@7)~+

= (I )( ceVCP AC%)

54 Lg (~'~ sH~ >i)

LL'VM Hapl = +.5 Ir,(~<%Or nlT fz.) +.I+ Id (FA'Olh SK! KH ANIL)

JP, e" Id

gBHfg l'E '7)~) = )'0 O'L7 ~ sg Ib

= ~, = H„+A = I,Zm rI fb f jO,g~'7 )aJ> =)t,2Tt ~))

P ll+ AX ™ 5 ~ APART I g ~E SLANTS 5WLAI II T)IE 'SQEKA $80 yL g+)5T~ J5 man~ w >~ A COUPLE')I)~ 9~~)4~ 9 PIERCC WH) C 0 TERSEb~ WE ~T oe Tna ~R~ s')Pa ws %a RpPu~

~ 1A A

4 p

e ~

C'1

PP2 1. Fotttt 2454 (1N82)Cat. g973l01

Dept. WPc;A~'ate~<<+ tg>>

Designed by~Approved by

PROJECTPl%)9 HAR 'R

Sht. No. ~of~<lPENNSYLVANIAPOWER &LIGHTCOMPANY ER No. + -005

CALCULATIONSHEET

>1 z~a )~ )5 >)+0 lb.its tyt'H(z ez7lAKeet cftes ~ 5,5'>a

mac.S CamT);S F Squaw. PLaNE R<R~S'S TAe'ag, OF WE'LO~.T))C. I'LATE I 5 ~)y

Typal.

&y ~lq WiuC .

sHERR. H~ = ++ xi' ./375uJF~ ~ Ie,YB8LE~I, VIE 8> 8559rnf +7%55 (oN~7RATNd &DOS A<tbgelattye etng StteytR ytytE'ttb M/ea> ly —'. tg g= ~a5 ~ yeah )t. =),g5

sHettazm.as 5 )yg )L I ~~ Zg,5'gS') )iu~-

lE'?5ie'gqrn

moLE 9;k-4 I)a ashram,FO< eerrt2a~sL, L~p@ RuoaR~ SPRHR'5m' g 'l)a~ ~(Ft+ >MAN ~'r)tt Ã))1)<)D f. Wt)ltAILL RRRR)R 6 I f p- I+ I GIRDS 11 I K, HIS/9E 8$K C<g~,S'TZ, F867 8, I'tz Ql- )>, QICLu 5mMG7Vf IS 3F,1)~O <'S) ~

Qe~+ - - b ( X,tt~ )t/t~") = tq,gea )l/,i

SldCC mC 8~%iAL S5&g 5WQS ~x(Eg rK N.Ln~88L<, THEPlaudit')H~ 8fCR(g6'7 AlLt p=RIL AT THE'Q SLOW WVt 8 F'BJLQRF| a~)1.V )VCRPaC) T7)VC'L C~nV@~ NOrn i~a>any CCOSEU L->4~75H) rcpt,

PbIL $11)ALL CARY)T'AW ~l PE

(U>3 )k) ()2,1 ty) = 3,754 )k tit

~ml ~~m7- = ~x+W = 7„2+5 )b i~ + 5,754 )5 i~ = ll)00) Id)b

5'HvlH. RR.c,c — l.l Qi l i~f4 K,000'4NeQ JM

I<

ht'I

V

>k

s

t,"l

Ieh

PP8 4 Form 245'1$ 83)Cftr. Ir973401

Dept. NPK- ~ l1

Date ~s 16 IS@

Designed by ~9@~Approved by

PROJECT < LC. W Pl-PISS-Dt)lp Sht. No. 7 ef 7-7X

PENNSYLVANIAPOWER &LIGHTCOMPANY ER No.CALCULATIONSHEET

TH)S WAS DES r)~T S 4'. mE PLL~~AdLz. THt= ne>~7we Mac) eTV) L.l nloT F4>l .

I ) A IT SQ)TC.MS

HLL LIP))7 MiY4+~ ARE Pl<>TEQ )4 ~<V Iq WAHNI+ RS P) g)=sHRSOVE~. 67 o~CR. ~JaRDVR~ QR. OWM&lfE I R~~C~ PnO~'QE DIRKTMT EFFK,E . NH)=)I'Gl., i< TK QSE'F Dg

+~ +/)JQ ~/7)~ QPv P)~ ~/ JJl E QQA~ ON J~~SynRI I ~ga~N be< may C~~ mCm)VI= S7KEHW Jd THER1fIClflflarrif POTt 7sIE Ssfi TCA (8 MACHI+~ p(R&ls ) .

Ftzhr C)~~ )$ , mme ~ o& I ) n>7 ~<) RM I=)r qm Sn&LI. 3lJrICTI~QPAR ) ls Itlg )Q, WA| NhV41 O'~W5 Q$ p p]ALBER)Q[,fQA.,T)IE' ~balf rNgZ,WO-ZW< S~im)~ OS'.US)~C WCSE D)mm)~s, T))Z»SrR~<C Fn~n T)I~ C~

ep, TeaCT -isf ~ta- pfqeT peiiiT is: (+gia i'ittnl efefaa ei'TIIIITI tsfeiHiteH.)4-,ap ~er ~ I,Q'tterd - 41 rR -.)I4 tA —,g3IA',g$ ) ~ = )9.Z+ )N

'P>57Atf<E PROD <~z OF FOrKC '19 SCACW5 NERRr~+,g)Q + I,Q+tp —.w»< -,q»< -.5»e - +.'SI ~~ = SI58

poasa aiT scisams rites'a i s ie.<a i~ (zo) ll) $ f 5 )he. 55

~ '

Ih.ss,~rnC, Cy<q ~CagP Was vbL) THc. Lobe. ~@ VAy hg, SCRS I) '.

373 lb )p,7

Ltiei'T swl~ttas Itita feowffeap sfITfl gr TflftrffiifK5Cfsews (scehfiftCHTftefrT 4. ),

NZW RCI= II 5<C'T 7.,7 ~>~)me~ mg>I.z ZrÃ&rO O~ ~aCR]AC ~CAaHPrHA7veBH I rf ro>)> >3 o )'S'1

@ken ~ I~, WaCe J.>, X,J, QLJ O~88LE. ~&CUED (» f8'~~, rag mWC~W~

~~S ~)R AL)O b6L)= ~b-5 )g - 5$ T>ran ~f)~ S~rm gpss~STRZSS P~ F))4 Pl RCQ)~C'r'RAJAS ~E FlgSi948)J

((0 ttse ITI ) ref ace i zl

).

I'l

h

~ 1

~ g *I

p PPdL Form 245l no/83)Cat. «97~1

Dept.Date ~Si tot KDesigned by ~~Approved by

PROJECT %8M W Pl PlS 094 . Sht. No. ~<of~<I

PENNSYLVANIAPOWER & LIGHTCOMPANY ER No.CALCULATIONSHEET

) II II,=<~~ TIsic ) rpez C )+ i~~s r=0r/. 4 v~c, ~sw~~,~~ ~s ~azaIS 9'bI 7

pacer ~l'h. j 1 6,'L'h t 9./,s-QS I 7 i4~

6 U-OQR&Lh 75K SC7CHJS W]?.i go~ ~) II

eo~~ P~ S'TI~M5, nc,gAU, TIE Q~r)eA, oF THE SQITzA gT T)IS m9vnlri~b-)QOLC ~

.ZW.Dth,.)Z4 TA>CY-

.ZS"

SCgm = PQI.LEi) 3QQhf T9, PA)PER r)6~~5 8N'~/P)E FR)lgjlg Moat P 'CVyR

>HERR fKROS< 7HK I'LAIC gB'I~'=9 FJ %i.G 8RSH+ ) IAE. LGVG'Pl

Or- ~ls &dc )S ~i%

'ivrrtrt.wzaQ = (~>" ) [./'rr i~).= . /r 7/r/

L~I 0 F)to~ PA('Z )7 >5 ling )"

.)/7i~ )~

)5 Sat&5 ig LOWCR. TOFIrl Sm~~ 0P Arty WA~>W-TWT mIGH'7VS', T)4MX~kE') pg)LQkg ) H ~)S AbD< Mvt-P ruo~ 0 CCVR ~

if

l

;6.t

@'J

I'I'$

PPdL Form 2454 (11N)>Cat. 4973401

Dept.

Date ~ ~ 19<+Designed by b&tm>est>

Approved by

PROJECT LLW<- Pl5 — ~ o Sht. No. I'f of 1:f yt

PENNSYLVANIAPONER &LIGHTCOMPANY ER No.CALCULATIONSKEET

'('i r WRtL+1 6 5 IPEH) CWFr TILQL. QAgPWRRE

~im )HO&'Qi'iC SPZ~ <~r4TILoL, Hhkr/<RPK I~ ~SZ~ o~ mE~ ) Dc 5T TH% o'SU&A- HH<R iT )5 s) 1R Dowcv PP/ pE c)1 c487gg-rOL. VflLVC5 R gD AFAR@ P'ROTI RLL</ g)qhnOWEP Old QhUV~Vh)Va < IM YO< ml)/(, SX,POim R~,

s) FIPFeh>Isnvg I>>tsv6 OF ST>P>Lt'ET> T'QS» I&=( fs 17IF) (f+ Ls>>6T>I ) = >6>,5 IJ

L) FPIeev>IIIITE Pt>LD> t>F Sf<we»>LT>~IT. (f.s e>F 3(4 66>TOT>6) = te >e

c) P>Pylon>ITIQ Tz>FIR@9 OF FLe~ CTNT>tgL >IFL>is, = ( Z )t 1 f 4 lel

l>) TT>nT»- f>CLT> osF CYL>L>FIL>fFL TP>PSSTT — al + ji) — ft>,'5 >6 + I Iw = l>o.v >n

fDFFeoT>ys Tf>sss7'>Itsy>,cd>ll>>it>c»L T>eptgq~ =(ftnt>6)(s>p ])( <1)

FAI& 7HEH g, I4) = Q . HA)4)P14AWe 1i r)T 4y~ ~ ]HE Y~T)<+L PLRrfr=PER.PEND)ggLQA. TQ ~E, VALVE~. T14E JET >VIS>'tt 1(vr) ~~TQ 'PgE'/MT)CRLPf.l)Ne ~1k~~ T)1C VHLVe, 0, . 7HZ ~I.TROT'HEUM aF )I/C)DL344E OF GAMP

HR~lglg,v 15 Io / +gFP>sT>vc Lvt>ege>L Tn/>65P n>tsy> (il 5>e )(6>n LT 5 ) ( t ) — I.>5>IIL

~pFK,7)'IZ ggEA Feel r.qN7f4L I/)lvp ~ Q PP4 gl Fr g I,Q)

M)i%I EFF~AVW pl~ = l 15 /N + 5,5+ /)/ = /+,49/lrbi Z.

meSC m»yeats>TL>C >ep>ptmptfte* T7>fp45a ~ f'bF>-1

pT =~roftc>= o~ Tyeftssy- = Ps.i> =(%% fl/ L)(Iw:thld')=%~ )1>

1~$ uKT)~A, THE Polar O)= +RX)~ON S~ZSS'QL- m ~15 Ft)RC):. uQvcgSC'T')iE'«d~ll}H5 ~ Tletl= HYPE/)QI I4 C,JAN gaV. - T1IIJ 15 QE PQ)~T OW

HRgl/1)V1)i «2~D)P/6 WO/1)EAT . RM't)1)) E 'LOR)y )f 6VWL / DlST/y/llru~V To %g TEDD <OWPlRT>4idr ~ Q)E')5 Flf )= Fl)q/q ~E'QAd/ /)PPL]CATHA PQ)RT

CONFlW'7)gP4 HO)8 r 1 r R P)')4.I)XI /BA~>J P )rl ~

QI,+ 30%1.'. melts»T sv znt>t clseeov>e> ~~1<) ( tt ~~) 2i4s >II (1>

$

A ~

~ h

PF4L Form 2454 (10r83>

Cat. 4973401

Dept.

Date ~ >4- 19

Designed by

Approved by

PROJECT CF1 C.< )) -A5(- Sht. Np. ~pt ~L1

PENNSYLVANIAPOWER & LIGHTCOMPANY ER No.CALCULATIONSHEET

Pl41&Sv T oF )r)Eel& g = ~ 2S ~ L~o —T. +l

)eu)6C 9T)),ia5, W 6 C ~ g.x

.8>7 i~).mar~ +

A, lZW

I~K0Pl ~~P)+Pi )Ppc)DQ)5KTZLRI| f FI RIl gg+Q)Q)(Q(g+@)W'AS P) PE ) S )~ IZEl- 5, CLII '7g~g~ ) g ~ 1)<o p

Oavl))86, SV7Z~~Q ) f LC55 44O ~J)ClOIHC vJ)) L OCC.t)A.E..)

5- KRPl )r4 FRAF)T')= QRK87QfK

74) 5 PD~)OH QF MLCOU07 )QM ~ 5K PLWWkRGV ~ C ) V jL r CQVf .

ts ~ 'I rr, P~ = r..'1 )5/i~

r~o~ ~~M 9-J, rc:r=, 5, Fora.8 "S~)VuSIAR. S'HR) E uH)fa mZsHAK b)= NU'- $%w 6P/z«14a76 lw THE QERK Aw)5 T))Eg~( CeE,FFJ<IS )- Jy 2, g.. /ca. c4uRT'\ma y-g T))K Qg4 89CmR.

PIFP L/>X~ TH }g ~ ~Z J'R~»ter=- lQ ALT THE EyFKTIVW QEE5&a)gg

4) )+~5>t/.~ )(r.r~3 = a.'1 lt./r~

1I)) 5 VP) U) ) 5 54fl'L)K3) rO CMI L 'l~g ~'P)g. CALCQLb?~g+ .

I

Sp

~+

FP

uate

TELEPHONE CALL

subject R A4 lS OF

~aller ~< P~RW

Co i~P&S RaS<C. a

. l )dF S~~

OC RP /%5%>.lb~i

Route

<ALl ~P~ m~ DZ m Heqg m V~<A>Kg Yl>Z ~a( Q~

CAiC~l N->qd PC@.FORREP GH %AC RUINS, Rhyme Q P5 TULIP=D

~c.>a<. ii~z eamon. ~ 4~4~~0 SKa>(HE~C.cireqg y~p~qqg pg g THE x~QLM QP )HER QAK'QL5T I%A ~

NDI-(g-2.2.2CRev.

l'

gfII

l

+ J',

0 0

I '

"C

/O4

ggyo l5/

t]v>z l~/~

'lo

~AD@3]~ A/I

I t

I

I

+apl

pC

1

I

.aS4s' RAM>Amr 2s or- gp~KFRQHNWlC,hLQ 4 +-%95-~

I

~ g

II

K=, lingg =,97>

Is~ ~

P

Ss'gs (by~

V = . o Vf 58$ A /Q,l9fc~ Icy

/VZU lb/~o o Qjp~ P/~(

Q>

P

/OO~ .t

~~ l by

~lal~~ ill~il+.

~ ~Fo

/ /' / j'l

~

I

L4'ff

q75

13~

~'3K~

Ir= Ill.hq.F94!821 ~' =. o 43'(

gi Qi

Q (07 J4/~ I't2m> l&./

2o')7S Lb/

(ot,cS t "/

g tat>+ isa A+..

K=

~~

V+55 vlfd 1%

Ro~ in (y~~

*

~W+ ggao>

7.

~v

t

c'k,

JJV

K>c

l's

~"M

1

II

W

g

ltt,

V '

~ 4

g

tlt ~

d(

~ "td

%C l

94'ALES & SERVICEAllentown Easton Bethlehem79M551 258.9191 86M081

GH~ Z.6 OF Pg$ q~~p~~SUPPLY DIV. REPAIR DIV.

Reading9214817 421 2781

RIGID STEEI. CONDUIT ELECTRICALMETALLIC TUBING,

RIGID ALUMINUMCONDUIT

51»14cc INt II~ lalrwfclst effete I» trotoctfea~I ~ wffNaly hoary c»tfa of tlf» as aofh 0» I«~ 14 asi «tsf» sarfacw of I» oes«tt. This

, wtflNalii wt chit or flaa w»t 0» wt scoots»sefsl cesilaw.Oer tslraslsao thrsa4 asi fsarsroo threw srefoctOre aaaare f»t Weta»WIIfN r»ret OW laserisatallatfas cats. 5t»'14ct llaca Iswioi Cos41t Is cwtw I asia ara oatal» Hah ~ Csosho~ laatf ~ . Osaw os oswl tf»t sill Htf»tsse s«ofe~esCI st.

St»14ct electrical hotel 1 I~ Taoist fs sf la «siltytwist assefoctatw tsr IIN electrical Isa»cry. IcIs cat fata cw f»c loalths aafare It I~ tlsctrecalrasfget. Tl» Isal» of o» twist Is ores»»aalta ~ assai w sllwry lacoset, tfN»st fer wsyaire tallfsl.

WENiHTS AND DIMENSIONS

A»»f»tfaa ot lfsat withe asi hiss strossfh sw~lies Is 10'ssstas. Alloy, Iat Aiwfsw 1 It»»r. Aiwfa» cas«fc rotlsts aost cetretfro~ ceesaserw asi Is«atrial osrfferaests chat aawlly~ ttacc stoat tytw af »tall fc cos«ft, AfwfswIs s»»s»rsfst ~ fN flow«tactic,

IGHTS AND Olh%NSINS

51 a1st

allThi S

a/o 1$ .

WEIGHTS AND OIMENSIDNS Illa~ sotft, s ar

E,M,T

~r Ihfca.

ELSOWS

ft. ToI Trois

5 IIo

5/III I/II~I/tt2 I/2

5 I/2

5

Oata14O01 w»r

1.050l,illI,I40I.$002.21$t.atL500I.IXOI.SCO5, 54l

Iaaf» „Ofwter

:aa1.0atI.5»I.I'lt.att.aatS.alS.SIOI.oaS.OI1

soatt. L».kr C ft.lsClsifsl

I

5$ .4SLS1$ .0ILI

Ia.'~20I,12$4.0521.$at.lICT,S

5»soarstaCtielft. 1st

100ICO

5050IO50505050XI

ELSOWS AND COUP

tSlice C aieae lailw

RIGID ALUMINUM 90'LSOWS

51» tet CHI

TreesSia A 0 CI

st/fr.C ke

COUPU%$ AND CONNECTDAS

2/III~I/II I/2

2 I/25 I/25I

I.SO5. TS1.25Ltlt,50

I.OO

1.2SO

0.2501.4252,1405.250

1$ .00$

,$ 10I

LTM2 STSS.OXIL515~,a0I,110LOXII.XXI1. $000.510

11110

~15$tctI11TCT ~

ON224

~»s»O Sr asa NssWN

AIGID CONDUIT MPPLES

Aoailail ~ I~ hot ~Ittoi tel»sf»i or IlocCralair»i»4I'Iae arallaile IS ilaCa WWIOL5»clol lasso roof» allow sooflail ~

ISICIIX 01 aisttts

5 icefs

UQUID-TIGHTFLEXIBLE STEEL

CONDUIT~ I r

UL. & C.SA. IASELED

TroW51»I

5/III~I/II I/22t I/25 I/25

0.0.ls

I~ 21/III t/'IlI ~I/IIl 1/222 5/I5 t/ltI 'll/14I 1/ll5I 1/lt

LsaithIs

l,lt2.002'.a2'.at.lt

',lt

L251.111.$ 05.1$

saift, tor100 tcs.

s

t.l12.5ILttl.la«II4.$IIA

la.oII2.02cl.t

HIGI ALUMIIIN COUPUNGS

asct(yfl at Ll«I~ tltat »wt OOOO of »its fsylchlerf» ststhetfc seals. 1'I»Ill~ salrasftw stoatcere ales ~ astaet aire twitfw trsafal. 5ICW 1/II/t'> asi 2/I'»taro~ cores aith s«sraloctoi cosstrwtfes Sf»a Ii a»a I I/2 haw fellyIa»rlacaai tolwslcei steel cere cawtrwtfos.fi Lo aasrorw fot satfclw tretectfas fot ~IactHcol Htfst Is wt or W areas.

SPECIFICATIONS

GALVANIZEDSTEELFLEXIBLE CONDUIT

»»~ ~ ~ Trs»

51»

,Ileaf» Ofw»t

fs

(acerasl OfaOrat

acs

fattetSMC fl ILL & C.SA. IASELED

I/2 0.420 I.IIO o,aO 0.»0 $$10 'I

I al 1.4$ 0 I

J.IS, APPHIVED SEALED SIN0(sca(tf((xf nsafal ~ talos icos scoel core»4trw»stfww strf a»tal to tfso lastial each~sisal tretectfw. Il» storey fleafil~ care IsCarerei alta ~ Wter CIISC ales Of CNNSs Oa»iles»ltslsyl chlerfio alto steel el ewlftfes fer a»w~recectf», sass to wec »fat isa»try coster«»(LI.C.) re«f swats. toccata Is ~ i»siy 'alar~at carcass

Tra» fflt, Of51» ot C 1t. afCos«I I Cas«f tfs is

(atersat Ofa. ofCos«f I Ia lss.

saCtl IsaH Cal

Tost5erfaais

feetter5M,

I

XSC1(tf(off ffaw to O.L. Osi C.5.A. I»cfffcatfwIs ~ cwlo» ras» of silos ~ 5swlal llf» coaclsl(sacro I» steel ficacfossl liras Isstor rest resfsitasse trw»t tretoctfte Owlftlas. Istotsatfwilloial hose co.'I steel ~ Ily awfiswe late ao»l~«fwet »rtwtly fsfw ON octal IIrcorrectf1 Oaf ~ 111 ty.

SPECIRCATIONS

Tro»51»les

lsfieoIM Whtsf4 (I»)

I 2$ .0

fow

5M.

»OII

ls1 los

tl.l~ 1

102.0I

212.5

I.SCO'I

0.410

2.IIO 10

250'

$0I

25'

I/IsI

I,STOI

a,o11

100' I/XI»

54$ .0al

$ .»0I~ .at 11 I/t'

I/2 1540 500

rosa ar ~ ~ ot aa ~ faavailable:Also

Qexible aluminum

I$ g

z!'.Ot

4.e'1

GHaGT Zlo M 27', aa~pi~T- y(>) z):.3%9 > t )c)

'How Allied IMCcompares' Strength Comparison

ORC lb!(C,

O.D. 1.050"

I.D. 0.824"

Wall 0.113"

O.D. 1.029"

I.D. 0.883"

Wall 0.083"

O.D. 0.922"

I.D. 0.824"

Wall 0.049"

Weight comparison of trade sizesApproslmate lbs. per 100 St.

menslon comparison (nominal) of 3/4" trade sizes The results of the various beam strength and deflectiontests, which follow later in this brochure,, may createquestions as to how this relative strength of lMQ lsachieved.

Allied's method of manufacture increases the averagetensile strength of IMC to such an extent that!ts grailstrength is over 50% greater per unit of thief«ness thanthat of representative samples of GRC measured byAllied.

The wall strength characteristics are functions of boththe yield strength of the material and the section mod-uluLThe accompanying table givesacomparison of IMCand GRC for various trade sizes.

Comparison of Maximum Moments IMC Va. GRCCalculated from Section Modull at Yield Strengths

TradeSize

1/2'/4'RCW/Coupling

IMCW/Coupling'.M.T.

1/2'/414242783

2"2-1/2'53

201249

683831

972

116150182

242401

, 493573638

6495

110

140205

250325370

2'-1/2'

3-1/2'e

61301042314574

~ 2466047044

6308583841

103000

44058915

12070

1962237241

6034383785

112507

'Weitthl specincations are tot comparative purposes only. They are not arequitement ol U.L. 12i2.

Allied IMCDimensions

Average Yield Strengths

GRC 35,000 —40,000 psl: AN sizest

IMC 55,000- 60,000 psl: 3'nd under sizesIMC 50,000 —52,000 psl: over 3'izes

TradeSize(In) (In) (mm)

'Nominal Outside Diameter(ft an In (meters

8Length of Finished ConduitWithout Coupling

(In) (mm)Wall Thickness

1/23/4'

~

1-1/4'-1/2

22-1/2'0

3-1/24e

0.8151.029

12901.6381.883

2.3602.857

3 4763.9714.466

20.726.1

32.841.647.8

59.972.6

88.3100.9113.4

9'1-1/4"

9'1-1/4''1''1

9'1

9'1''0-1/2''0.1/2

9'0-1/4''0-1/4'.03

3.03

3.023.023.02

3.023.01

3.013.003.00

~ 0.0700.075

0.0850.0850.090

08850.130

0.1300.1300.130

1.81.9

2Z222a

333.3

erances.05 in (.13 mm) for trade sizes 1/2 and 3/4'.

.0075 in (.19 mm) for trade sizes 1-1/4 through 2 .

.010 in (.25 mm) for trade sizes 2-1/2 through 4 .

--Wall thickness tolerance Is +.015 in (.38 mm) and —.000forIMC 1/2 through 2 and +.020 In (.51 mm) and -.000 for IMC2-1/2 through 4 . There ls no specific wall thickness or tolerancefor rigid conduit.

l'

ye~

/

Cpy4l,p

O'BEET P T OP Z~ RtTh(„qPlETfT'~Au' N-r% -taleSeries EA700

Sna j-Lock'LiiTiitSwitches

I

-Specifications

-1. Enclosure is water, oil and dust tight. Ibs. depending on switch size and cam selected.

2. Enclosure meets NEMA Type 1, 4 and 13 requirements. 8. Underwriters'aboratories, Inc. Listed. File No. E12967.(Except neutral position module)

'ontacts made of silver alloy. Contact shifting mechanismis locked In position by the latches until switch lever is actuated. 9 C««nt ratings:

Voltage for Neutral Position Only4. Standard Temperature Range: -20'C TO +90'C 125V.A.C. 20.0 Amps'0.0

Amps'.

Operating lever is adiustabie to any required position. 250V A.C. 15.0 Amps', 7.5Amps'80V.A.C.10.0 Amps'.0Amps'.

Operating Lever Angles (travel either clockwise or counter- 600V-A.C.'.0 Amps'.5Amps'lockwise)maxim'um degrees of trip travel, reset travel, as 125V.D.C. 5.0 Amps 2.5 Amps

well as total lever travel, are determined by the cam selected. '250V.O.C. 1.5 Amps .75 Amps7. Operating Torques —Trip Torque varies from 15 to 33 in. '75.100%'ower Factar.

For Marine ar Off4hore Requirements, See EA780, EA790 Serfes.For Hazardous Location Requirements, See EA800 Series.

Mounting Styles and Oimensions~e EA700 Snap-Lock Limit Switches are

far flexibilityin mounting arrangements.gn permits mounting for either side or

ba n here are the (1) STANDARDfor sidemou g; (2) W (wide for back mounting); (3) L(long for back mounting). Style W or L mountingplates for back mounting, are available at no extra".ost.

CONTACTSEQUENCE

STANDARD SWITCH

PIPE TAPSIZE

3.004.947.50

1N0-1 NG 1/2-14NPT 4.942N0.2NC 'l.l1~$NPT 7.06

3NO 3NC 1.11ihNPT 9.62

.62

.81

.81

MOUNTINGSTYLE

2.44 3.004,38 4.946.94 7.50

4226.418.97

4.847.069,62

Standank Mounting. " N Mounting. L Mounting

3.19

1.31

4$ SERRATI0NSEOUALI.YSPACEO

.495/.490 O.D.

260/255 0IA.4 HOLES

.66

I

41

.88I/4-20 THO..38 OEEP4H0LES 'E

0

L ' '.PIPE

1.12 2.8123250

1.812

225

28

I

1~

~ J4*

i<

v)

PPLL Form 2454 {10/83)car. N973401

Dept. H Pi=- P)ac PENNSYLVANIAPOWER & LIGHTCOMPANY

Date ir)-iw ~g 8s CALCULATIONSHEET

Designed by 3~~~ PRQJECT ~(C, <->5~- 4 LW )

Approved by

Sht. No. 27'f~z. x

~A)0M ~~~iHC -a&i-) WFR) Ln-9 RZX, CO~n ping- gHE UH5awQEDPRE5EHTLV USE37 . i=RQPl THE' p)ZR)C,'Rd

Noel idRL A R ~0.. PlRX R QQ ri7KArwiN'OT IHCLVDIH( + M \ JrrFhTI FpCIOIL) (4 > BAr ArraMRSE)

),9)

lop ps)

looo rs)

49'0 N 1

I ) '7ICOSI

IOO rSI

( I I5)

>)IC)g am Tiig I~u~m ar ~i~iCi) mC Wu~~S mSINW Smg~ ~ STm~ O))T:rHC ggiVRLZPfr &sic LORY waul.y

yE:,'T

= )'8

gzo,8 /J

/9Z.I) Ib

J=n.)rq sHmT', min -si'aiv l.gaaS ARE-

H~~" - T).S )p4 HI'j' l+i,.+ )I

FR~d 8a I=. 7 PA6z'-17 ~sieN a7 co~auiT criP$ )s .'

T-8+4Tp@' (Trsn) + (~5~rrr )"j 'os.r lr.

('rrrlr) ~ (III9Llr) I' )30.7 )h

,4'es

tF

1'

5

l

PPdL Form 2454 (10/83)~ Cat. 4973401

"*" ' ' *"CALCULATIONSHEET

Designed by '5RP ~- PRQJEGT nnL Pi->est Db

Approved by

ER No.

Sht. No. ~21 of 81 y.

T y" (I'R.+ 1>J BA I I) 5oI,+ 11

FOtd R).t- TH~ 'Wt)t))T')7W THC LOA)PS A%'L)6HTLQ )q) t'))Sg.~', A)-~HO).E . HWEVEfZ,) Tl)Z RlLMi98lE )NC)-voNT))E hCmRL C4)HDS Y)Zm SRFZV 'Fr~a< n~ 3,QE., 5 lO aW> 9,8 t ~~>>Va>WH)C,H A)d E P)

CCK9TRSLK'ARU.

JVIVC'T)ON ~y CO~))q)T'gg)stLNLfstT>O~

cx) 5T>Icy col)091T >5 ) . coI45)DE%'Bshe))uT)H Q I" Xy 51=SOW RCF. 5 F'R&Z'-EVO '.

) )FE .

g. y,',599"

MSSTOQ V)TI.I ) J)TO FoKnu).h Fo8. Z PROD Samer- 14:

T . z~ W ~~ p-+ ..z,<~ ],yr + .~5I

, 0'RQQ )A

~%ST) TQT>HGr )W~ FORPNLR Fo)t'&V)))Hd'7KEVS I=gTlrt SQ<~ ) 4-:

Q (RUb r~/1 /.Jdi rw) IZ>Ditb'1/ie.D't)'I Z. i Ji+

RPPLYW4 49 S7Re55 Co~Cm~T)on/ FR4~R. OF

g (Iz,bete lb/s~')(sj =A T2+ ll/i~

S)w():- 515, ZVES ) s 3%ST ) N tt)E @RAGE'I= $ )CL'9 S7X@fITH$ FoaTVP)CAI CRR~ S'TL~ F') PL (>+yb00 I'<) ~ ~ 0 so ) S) ) 'J))EL')y)~G IF) )R)4Y ) WOLD gE VERY SLI AT . RNP MOULD rt OT TlAvc Ar)/ )yETRlh&TR).E.FWEC~ OW TH% VSI) VK Fur CTH) N '0 Jz. YHQ ~r4C.l'loll 0)= Rst) V oF

THE')

5C~).LRHEOVS Hhlnu)t)RC .

r

L

pt

1

CRU.. f)-pg5-age)

MT'9%@1sRE+T t,a e oF Z.1 ~

MPR ASSOCIATES. INC.

June 24, 1985

Mr. Prank CzyszPennsylvania Power and Light CompanyTwo North Ninth StreetAllentown,"PA 18101

'I

Subject: Susquehanna Nuclear Station —RecirculationPiping Blowdown Thrust Loads

Dear Mr.. Czyszs

This letter forwards the results of our analyses ofthrust loads that would be expected for the Susquehanna BWR ..recirculation piping in the unlikely event that a completepipe rupture occurred at the point where the recirculationpiping passes through the biological shield surrounding thereactor vessel. Preliminary results of these analyses havebeen discussed with you, Mr. Herb Clarke, Mr. Don Prevatte,and Ms. Patty Mikus at our meeting at General Electric onMay 9, 1985, and were sent to Mr. Prevatte shortly after ourreturn from the meeting.

The purpose in establishing the thrust loads whichwould act on the pump end of the recirculation piping as aresult of a postulated break within the biological shieldwas to ensure that the pipe whip restraint designed byGeneral Electric was adequate to limit the final separationbetween the two broken pipe ends at the break such that thepump end of the broken pipe would remain in a position toshield the MSIV's from direct jet impingement from thereactor vessel side of the break. The original analysis forthe pipe restraints'one by General Electric was b'ased on ageneric approach covering several plants and pipe breaklocations which did not include the special case of a breakwithin the biological shield.

The General Electric analysis modeled the thrust loadas a dynamic part associated with the break dynamics andwave propagation effects followed by a steady state partwhich would occur after full flow has been established atthe break. Pipe reaction to this loading sequence wasobtained by a time history stress analysis which includedthe plastic deformation of the pipe and pipe restraint. Dueto the active participation of the shield to the flow fieldaround the break and the large resistance to flow in the

1050 CONNCCTICVT AVCNVC. N.W. WAIHINOTON. O.C. 20030 202 659.2320

k'

yg

Jr

/

'p''1

)< i

tykg

CRec. 8-855-OQg M. l

AMCA~r 55'HEK7 Z7 P OF Z'7 )(

MPR AssoclATEs, INc.

Mr. Frank."Czysz June 24, 1985-

pump side of the recirculation piping, the steady statethrust load on the pump end of the broken pipe would besignificantly larger in the presence of the shield than thesteady state load which was used in the General Electricgeneric analysis and which assumed no shield. The'igherthrust load occurs because the higher pressure which 'existsat the break in the presence of the shield will reduce theamount of flow which is expelled from the pump side of thebreak. For lines. with a large amount of resistance (such asthe pump and other substantial resistances present in thisline) reduced flow at the break tends to increase thrust.Consequently, the generic analysis done by General'lectricwas considered not to envelope the condition where the breakwas postulated to occur within the biological shield. Inthis regard, we understand that General Electric has revisedtheir analysis to include a conservative steady state thrust,load and has determined that no significant increase in pipeseparation will result as a consequence of the higher steadystate load because almost all the pipe and restraint defor-mation occurs during the period when the dynamic thrust loadis 'acting on the pipe and before the thrust load reaches a

steady state value.

Our analyses, which are documented in the enclosure tothis letter, include the determination of a realistic steadystate thrust load which would act on the pump end of therecirculation line as a result of a break within the bio-logical shield. Several cases were analyzed assumingseveral different values for the final separation distancebetween the broken ends of the pipe. These analyses includerevisions to remove simplifying assumptions regarding thedifferences between static and stagnation pressure in deter-mining critical flow rates as discussed with you at our May9, 1985 meeting at General Electric. A review of theresults from these more refined analyses indicates that thethrust loads are similar to those discussed in our meetingof May 9, 1985 and- are still well within the values used inthe revised General Electric analysis.

Also included in the attachment is a short descriptionof a compressible flow field analysis of the blowdown of anideal gas from a vessel through an open ended pipe. Resultsfrom this analysis are instructive in providing some insightas to why the maximum thrust load that can be established

tl

4

~ 4

Vj

MPR AssQclATEs. 1Nc.

cga. R-ASS-Oab7

RrQCWWT- S5'HARKT'7C 4P Z7X

Mr. Frank Czysz June 24, 1985

during a blowdown from a vessel will exceed the product ofthe original stagnation pressure times the flow area of. the--broken pipe.

If you should have any questions regarding our results,please call.

Sincerely,

Hans D. Giesecke

Enclosure

I

V,

g

fk

MPR A5SOCIATK5, INC Enclosure 1

THRUST LOADS FOR POSTULATED BREAK OP BWRRECIRCULATION LINE WITHIN BIOIOGICAL SHIELD

IntroductionIn the event of an unlikely pipe rupture insidecontainment for a Nuclear Power Plant, adequate piperestraints must be designed to accept thrust loadsacting on the free ends of the broken pipe"and.'preventdamage to other equipment in the containment. -As asecondary consideration, the effects of 'jet impingementloads on equipment must also be considered to ensurethat the plant can be reliably secured in the eventthat any such postulated pipe break accident occurs.

In the design of the piping restraints for the boilerrecirculation piping for the Susquehanna Nuclear PowerPlant, General Electric used a generic analysis whichcovered several plants and analyzed a series of worstcases regarding the location of the postulatedbreaks. An apparently conservative thrust load historywas applied by GE to the broken ends of the pipe at thepostulated break by using the maximum attainabletheoretical value for the, thrust load during thatperiod of time when dynamic pressure wave propagationaffects the pipe flow, and then reducing this value tothe steady state thrust load after a steady stateblowdown of the reactor vessel through the two brokenpipe ends has been established.At Susquehanna the recirculation line passes through abiological shield which surrounds the reactor vesseland the pipe to safe-end weld is located near thecenter of the biological shield. If the'ostulatedbreak were to occur at this weld the effect of thebiological shield,, which was not considered in thegeneric analysis done by General Electric, would tendto increase the steady state value of the thrust loadapplied to the pump end of the recirculation piping.The thrust load, from the pump end of the break isstrongly affected by the considerable resistance toflow generated by the recirculation pump and the jetpump which exist in that line. Interference of theshield with the break flow at the break would cause thesteady state thrust load on this pipe leg to be higherthan it would be if the shield were not there.Consequently, the steady state thrust'oad used byGeneral Electric would not be conservative for the

r

'

( jI',

f6

iF

e

. ll"

c

CHLOE, A -P5,5, - Ogv, iZEV >

iVN49~7 5SHEET'-r 0 oF Z7X

special case where the postulated break in therecirculation line occurs within the biological shield.

The Main Steam Isolation Valves at Susquehanna, whichare necessary to isolate the containment in theunlikely event of a pipe break accident, are locatedclose to the reactor recirculation lines and would besusceptible to impingement loads from a jet originatingfrom the reactor end of the b'reak if a break were tooccur at the point where the piping passes throughbiological shield. Shielding from the impingement jetprovided by the pump end of the broken line wasutilized in the analysis of jet impingement loads onthe isolation valves. This was considered acceptablebecause the General Electric analysis of the piper'estraint showed that the pipe separation between thebroken ends of the recirculation lines in the worstcase would be less than 11 inches.

The dynamic response of the pipe was determined byGeneral Electric using a detailed time history analysisof the pipe motion with the aforementioned thrust loadas input. Plastic deformation of the pipe and piperestraint were included. Initial restraint to pipemotion is very low because the pipe must be designed toaccommodate the effects of thermal expansion. As aresult the pipe deflects a considerable amount beforethe pipe restraint becomes active and the built upkinetic energy obtained ~ early in the transient must beabsorbed by plastic deformation of the restraint as therestraint begins to react to the motion of the pipe.Consequently, it is feasible that the steady statethrust load used in the analysis has only a smalleffect on the final separation that would occur betweenthe broken ends of the pipe in the event of a break.Nevertheless, the actual steady state thrust load whichwould occur if the postulated break is located withinthe biological shield should be used to determine thefinal separation between the pipe ends so that theassumption of shielding for the MSIVs can be properlyjustified.Calculated results for the steady state thrust load onthe pump end of the recirculation line which wereobtained for various amounts of pipe separation at thebreak when the postulated break is located within thebiological shield are discussed in the remainder ofthis report. These values should be used for the

t

1

~i

,'4

$i

t

Cac|'. /9-855-004~ REV, lFARYP)8vT 5SHEET 2q H ov 27X

steady state thrust load as applied to the pump end ofthe broken recirculation pump in a revised analysis ofthe pipe motion.

Results of Anal sis

A schematic of the model used to determine the flowrates and pressures near the break for a postulatedbreak in the recirculation line where it passes throughthe biological shield is shown in Figure 1. In thisfigure the right side of the pipe is attached directlyto the reactor vessel with the postulated breakoccurring at the weld between the pipe and the reactorvessel nozzle safe-end. The left end of the pipe leadsto an elbow where the pipe turns down vertically and api.pe restraint is located several feet from theelbow. The pipe continues back to the reactor vesselafter passing through the recirculation pump andseveral other points of high flow resistances. Aone-dimensional solution technique which solves themass, energy, and momentum conservation equations wasused to obtain the steady state thrust load for severaldifferent values of pipe separation. The model dividesthe region near the break into six control volumes andsix flow paths as shown in Figures 1 and 2. Thereactor vessel and the containment are modeled asboundary control volumes at 1000 psi saturated waterand 15 psi ambient conditions respectively. Due to the,one dimensional nature of the model the exit flow fromthe annulus around the pipe, although it splits in twodifferent directions, is modeled as a single-flow pathof twice the area of each individual path. Theresistance in the pump end of the line (flowcoefficient 56} was obtained from the steady state flowwhich exists in the loop at'ull power. This isconservative since the resistance in reverse flowthrough the pipe would be considerably larger than theresistance for flop in the normal direction and theresistance of the pump is neglected. The flow in eachpath is determined from the integrated momentumequation and is limited in magnitude by a homogeneousequilibrium thermodynamic critical flow model. Thethrust is calculated, from the static pressure, staticdensity, and mass flow rate at the pipe exit plane asdiscussed in Reference 1. Input data and computerresults for each case run are provided in Appendix A.

Calculated mass flow rates and static pressures for themodel as determined. for different values of pipeseparation at the break are tabulated in Table 1.

h

hfII

f 'h h

CALC Pl- A55-9', Re/. l

AlTA(PR~7 27X. OF P7X

These results are used to obtain the thrust factors,defined as the thrust load divided by the product ofreactor vessel stagnation pressure times pipe flowarea, given in Table 2 for each pipe end. The resultsindicate that the thrust force for the pump end of thebroken pipe is largest when the separation at the breakis smallest and diminishes as a function of the

, separation distance until choking occurs at the pipeexit plane. In the presence of the biological shield,choking at the exit plane of the pump end of the brokenpipe will not occur until the separation distancebetween the broken ends is well in excess of the eleveninches calculated by General Electric. Consequently, asteady state value of about 0.7 to 0.8 times theproduct of vessel stagnation pressure times pipe areashould be used for the steady state thrust load in theGeneral Electric time history analysis. Although thisconsiderably exceeds the factor of 0.33 that GeneralElectric used in their original generic analysis, thehigher steady state thrust load may have only a smalleffect on the final pipe separation since it isexpected that most of that separation is caused„ by the.initial response of the pipe to the dynamic thrust loadwhich occurs before the restraint begins to act tolimit the pipe separation.

Plow Pield Anal sis for Blowdown of an Ideal Gas

An axisymmetric flow field analysis for a compressibleideal gas flowing from a short pipe attached to a largevessel was used to obtain some insight as to why thethrust load from a vessel can be larger than theproduct of the vessel stagnation pressure times thepipe area. Thermodynamic models of the flow predictthat the thrust load for an ideal gas would be 1.26times the product of vessel stagnation pressure andpipe area, and for incompressible flow the factor canbecome as high as 2.0. A contour plot of the streamfunction for an axisymmetric model of the region 'near apipe attached to a large vessel is shown in Figure 3.An iterative finite difference technique was used tosolve the two-dimensional partial differential equationwhich describes the 'compressible flow of an ideal gasin terms of a stream function. Boundary conditionsimposed on the model included defining the streamfunction along the axis of the pipe and the wall of thevessel for a particular mass flow rate and requiringthat the flow be normal to the spherical surface chosenas a boundary far enough away from the pipe inlet sothat the flow field at the inlet was not significantlyaffected.

I

Ay

V

jS~ +

Ci

fr4l4i

lr-

l

'

- arpl

V~

4

1l,~

1{

+ ~

c Roc.. /9- 055 -QQ4 MV. l

A~MR&lT 5W~ 27'r Z1~

The difference in the stream function values as imposedat the pipe axis and the vessel wall was used to adjustthe mass flow rate flowing through the pipe leaving thevessel. The method of solution used to solve the flowfield equations is limited to calculating subsonic flowfields so that the solution at which the exit, plane ofthe pipe begins to choke could only be approached. Thethrust load for each case was determined by integratingthe pressure over the pro)ected surface normal to thepipe axis along the..vessel and pipe boundary andsubtracting this value from the integration of thestagnation pressure over the same area which is assumedto be acting over the -back wall .of the vessel oppositethe pipe inlet. The results'or the thrust loadobtained in this manner 'for several different values ofmass flow are graphed in Figure 4. As can be seen fromthe figure, as the mass flow is increased such that theexit plane of the pipe approaches a choked value, thethrust load approaches the theoretical value of 1.26times the product of the vessel stagnation pressuretimes the pipe flow area. Figure 5 shows the pressurecontours which exist at a mass flow near the chokedcondition value. Thrust loads greater than the product .

of stagnation pressure times pipe area occur becausethere is a substantial area in the region of the nozzleat radii larger than the pipe inside radius where areduction in pressure takes place due to the velocityof the flow as it enters the pipe. This loweredpressure region is offset by 'an equivalent area on theback side of the vessel which is essentially acted uponby the vessel stagnation pressure. Consequently,thrust loads greater than stagnation pressure timespipe area require that the flow originate in a vesselwhich has a cross-sectional area much larger than thepipe and where the flow is forced to turn into thepipe. Momentum and energy conservation requires thatthe momentum imparted to the fluid by pressurevariations which accelerate the flow into the nozzleand along the pipe is equivalent to that which crossesthe exit plane of .the pipe.

II

References

1. F. J. Moody, "prediction of Blowdown Thrust andJet Forces," General Electric Company, ASME, 1969.

I

I'

h

E

vt

p'

RULC. Pl-1qS$ '-gq>

R.~V. I

~TACHPl&7 5Svzav 2,1g ov 271

TABLE OF VALUES FOR THRUST CALCULATION

inchesgoaaas

GAPARQlSR>

2468

1012

(Definitions given in Figure

lb/sec lbs/sq inaaaaaaaasoaa aaaaaaaaaaoaaaaaaaa

W1 W2 P1 P2 PX PAQQQCSQ QRRRR QQQQ QRQR RRRQ QQQR

5980 804 990 993 993 10211523 1606 957 972 973 17816178 2426 890 937 938 23518349 3590 759 861 863 27418348 4733 760 755 760 27918349 5481 759 666 676 282

lbs/cu ftRRRRCSQQSWQQRRR

DEN1 DEN2 DENAOOOXS

44 45 .938 41 1.730 35 2.519 26 3.019 18 3.118 14 3-2

TABLE 1

Mass Plow Rates, Pressures, and DensitiesObtained 'in Analysis

l

TABLE OP VALUES FOR THRUST COEFFICIENTS

inchesRSSCRR

GAPQ%RRRQ

2468

1012

vessel endORRCRRS%%%

K1ORQSRSSWSS

0038 ~

1-01661.04171.06611-06611.0661

pump endQQSSRRRSIRO

K2

0.99330. 9735.0.93980.86920. 77580.7041

TABLE 2

Thrust Coefficients from Calculated Results

AmbientPressure

AmbientPressure

Wl+W2PA

Wl+W2PA ~ 2

PumpEnd

Wl+W2

P2 ~ ~ PlW2 Wl

ReactorVessel

End

RecirculationPipe

BIoIogi'caL'&h,ield.'' .'

FIGURE 1

Schematic of Break

v ~

A

~ +

0

Ambient

NodeA

Node2

NodeX

Node1

ReactorVessels.

FXGURE 2

Computer Node3. of Break

k

i$

$i',"

~ I

~ ~ I ~ ~ ' '

~ 1 ~ ~

~ > ~

1 ~

I ~

1.4

1.3

1.2

Extrapolatedto Sonic

Conditions atPipe Exit

4~ Q0WWe 1.10O

1.00 200 " 400 600

Difference in StreamFunction Values

800

FXGURE 4

Asymtotic Solution for ThrustCoefficient from Series of Flow Field

Analyses

I

a

CRl.C A.1%5- QQ4, FKV,M%c8 plKhVT

sq~1 Z;7Q oF K)X

0Fiou20 CONTOUR PL,OT 06-24-l98$

ITER T lftE 20. 000

CONTOUR

o 1

3456789

10x ll

URL,UK

344360375391407422438453468484600

FIGURE 5

Pressure Contours for PlowField Analysis of Pipe from Vessel

I '

Appendix A

qagPUTER QUTPUT OP RESULTS

va m-ms-Qog NV. >

7

KORC,5 pl~~ gSHEET 2'7 < oF wl &

Iff

I

I

PLY, ~-ms-Qo y.6 lBallk@5% M lSClOR RKIRC PI% BEN IN BIRKiICN. SHlELO " 2 ICH SAP )

R7fAc.H PtEAJ T 5XTPUT AT Tll% .00000 5H~ z1 5 oe Z7x

NR Y NNE

1 .597%IEM ill2 .804327&Q Q2

.996639&03 P02

.993228EHQ PG2

5 .993256'N6 . 139203'ni

GEOMETRY DATA

DPIPE

DIM

DOVT

SAP

APIPE

ABREN

NQL

. 212200E<1

o 240000E+Oi

.380000E+01

.16666i&00.~k)i

. 1KSQK<2

.681?26E<2

STRSATION PRESSURE

CRITICAL PRESSURE

STATIC PRESSURE

STATIC K%ITYTHE@8 DMITYCRITICI. EelSITY

VESSH.

.10000&04i@DE 1

.99664ER3

.78931&03

.98979'44069.=Kg,44069'20965'ODE

2,99322E<3. 78472E<3. 99309EHQ

. 44673ENe

. 44673EKR

.20638&08

mrE x

.99326ENQ

.783?OE<3

. 993}6EKQ

.44685EM

. 44685ENR

.20568'fQE

A

. 13920E%3

.8680K~~ 10245FM. 85949=HM

.85949EM

.71777EM

SAC<

. 15000E~

FLN DATA

CRITICAL NS3 FLNK+ACTOR

MODIFIED K+ACTOR

THRUST FACTER

FLCQ V

.16908EK)4

,597%EM

. 19301&05

.50000'93596E<7

FLUE L,22743'80432E%3

. 1930IEM,56000'10483'LSI

1

, 16908E<4.597%EM

, 19199E<5~ 50000'97820E<7

. 10038')1

FLN 2. 22743E+03

.80432'

19094EN5..'OOOO EKO

. 9649?E<7

.99334'.N

4.000006+00

.6783amCRITICAL

.67839'3000OEKM.45845'LOM

B,.497566+03

.67839'

70611E<4. 10000E<t.26996E<5

C~l C M-PS5- ggq RGV, )SgiIRK}NMBN 89CTOR RECIRC PIPE BREW IN BINEICN. SHiELD - 4 ICH SAP )

NYACH>~~OJTPUT AT Tl% .00000 SHMT ZTT OV Z.-IX

VAR Y tAK1 . 115227EH5 QI

2 . 16059&00 N2

3 .987573EKQ POi

4 .972974&Q PO2."

5 .972702'OX-6 .250694&03 POA

GEO)iETRV DATA

DPIPE,

DlDOJT

.212200EKi

.240000EHL

. 380000')L

.333333'353656EKI

.251327EHI,681726EKL

%IK DATA

STAQITIQI PRESSLRE

CRITIC, PRESSURE

STATIC PlESSNE

STATIC DENSITY

ThERN DENSITY

CRITICN. DENSITY

VESSEL

.LOOOOEM

BOX I.98757'77833E<3

.95715EK8

.38488'38488E+02

.20192EM

MEE 2. 97297&03. 76350E+3

.97244'40874'40874'

19196&02

NODE X

. 97270&03

.76424'9727OEM

.40916'40916'19242'ODE

A

.25069'15914E%3

~ 17771&03

. 16963;"Ki

. L6963E<L

. 14885901

SACL

. L5000E~

FUN DATA

CRITICPL 583 FL%K+AViOR

)mFIEO K+ACTOR

THRUST FACTEil

FLCQ V

. 11523'

1%01&05.50000E~.93596E<7

FLN L.45402EKQ.16057E~

. 19301&05

.56000&02

. L0483E~

FLOE 1

.32582'LIRAS

.18922'50000'

LLEOOEM

~ 10166&01

FLGl 2

.45402ER3

. 16057'

18482')5.50000&%. LO547E<6

.973532M

FLOH A

.0000OEM~ 13128EK5

CRITICf4.

.13128'.30000'12517'UN

B

.96288E+03

. L3128EtOS

. J3347EK5

. LOOOOE+I

. 13678E+5

I

( ~

, 4

l

i ~

CaLC. m-mS(-OOV, W~ I

Rmul~w5'USIEggQM ~iR RKIRC PIPS MAK IH Sl~l

QJ7PUT AT T1%" .00000

VAR ~ Y

1 . 161778&05 NZ .24257&04- NR

'

.975504'Dl'4 .938318EK3 POZ

5 .937600'OX, "

6 .3401 94E+03 P04

GEOMETRY DATA

DIN

00UT

.2122to=-WI

e ZANOERi.380000E<1. 500000&00.353656E1.376991&01.681726E%1

CX NTA

STASNATIN PRESSURE

CRITICAL PIKSRlRE

STATIC PRESSURE

ST4TIC DENSITY

THE@0 KSITYCRITICAL DENSITY

YESSEL

o 10000EtNN09E 1

.97550EK3

.76739'89008&03

.Z9765EM,29765EHR

. 19450EtC?

i%DE 2.9383ZEM. 72601&03

. 93694&03

.ZBMM,35334'

16914EtO?

NODE X

. 93760EKQ

.72545:I03

.93760EI03

.35421'3542

IEGER

.

16882'EE

A

.34019'~K3

. 23459E<3

. 24518EKI,24518ERt.22950EKI

BAC|C

.

15000'LN

DATA

ASS FLUX

)AS FLN

FLDQ Y FLN L FLN 1 .

. 45744')4 .68590E63 .45744'16178' 24257' 16178'

1857&OS.MOOOEK@

. 14483'10417E&1

CRITICAL NSS FLSI . 19301Et05 19301&05X+ACTCR .50000'5600OEMEDIFIED K+ACTOR .93596E<7 . 10446MTHRUST FACTER

PJl'A 2

. 68590E+03

.24257&%

. 17472&05

.50000'12200&)6

. 93981E+00

FLQ'A A

.eNNEM

. 18603 WCRITICAL

. 16604')5

.30000&00

.64261 E<7

FLC'A 8

. 13644EKh

. 18603c.405

. 1867%<5

. 10000=<1

. 94636E+6

I

'A

CANC N-m5-y)t,, gZV I

A RA(.HAEC7cg~ gg~ Sg REACT0R RKIRC PIPE SREAK IN SI~ 'HEET Z t V 'QV',7 A

MPUT AT T1% .00000

Y N%1, 183486&05 'RI

2 .35903~3 .968489'DI-4 .86487OE%3 PQZ

5 .662769E%3 POX

6 .392669&03 PON

SENTRY DATA

DPIPE

DIN

OV

APIPE

RBRMNML

. 212200&01

, 2400OOERI

. 380000E401

. 666670&00

.353656&01

. 08i57&01

.681726&01

STAGNATION PRESSURE

CRITICAL mSSuRE

STATIC PRESSURE

STATIC DENSITY

THERMO DENSITY

CRITICAL DMITY

VESSEL

. 10000ENA

NODE 1

.96849E%3

.75928E3

.7592SER3

. 18921'18921&02

. 1892IEM

NODE 2. 86487&03.65187&03.86079EKQ

.26449'26449E~

.13198E402

NODE X

.86Z77&03

.64902'86277&03

.26626'26626'

13073E402

NODE 4

.39267ENQ

. 2700&03,27439Et03.3043OEKN

.30430EKI

.2979OEKI

SAN'

l500OEKR

FLN NTA

NSS FLUX

ASS FUN

CRITIC. ASS FURK+ACTDR

EDIFIED K+ACTOR

THRUST FACTER

FLCQ V

,51882EKA. 18349EK5

. 193OIEW

..'OOOOEKS

. 93596E<7

FLN L

. 10152&04

.Z904E404

, 19301&05.56OOOEM

. 10483E~

FLN 1

.51883E~

.18349'RITICAL

.18348'50OOOEM

.22783'10661&01

FEZ". 10152EKA

.35904E~

,15489'5OOOOENS

"1629K'8632OEM

FLfFl 4

.OOOOOEKN

,21939'RITICAL

. ZI939cp05

.30000&00

. 48087E<7

FLO'A 8

. 16091&04

.21939=+05

CRITICAL

.21983-"Kd

. IOOOOERI

. 76247E<6

CAU . Pl-@55-004, Re/ 1

hTTFL|'HN84T 5~~T Z7 W bF Z7X,

SN.ISCHS %CLC lIIPE SIN IN 9IQJSICN. SHIELD - 10 INCH SAP

CPUT AT TI% '00000

VAR Y NC-1 . 183484'IL2 .473259&04 R2

3 .968490&03'" POL

4 . 765214E%3 PM, 5 . 759916'OX-6 ..408974&03 PN

KgrETRY DATA

DlKJT

.212200EKL

.240000EWL

.380000EKL

.833330EHN

.353656E<i,628316E<L. 681726&OL

C~ ~

STASNATIN PRESSURE

NITICAL PRESSURE

CRITIC, SaSITY

VESSEL

.LOOOOEM

MSE L

.96849'75904'75997'18965EM

. 18965ENR

.

18906'ODE

2.7652LE%3. 55640&03

.75465E%3

.18224'18224'95546E+I

NODE X

.75992ER3

.55218'75992&03

. L8525EW

.18525'94157ER1

NODE A

.40897E+3

.27485EHQ

.279006@9

.31223EKL

.31223EWL

.30604E+I

NN. L5000EKZ

S

FLN DATA

NSS FLLIX

NSS FLOL1

FLCÃ V FUN L

.51882EM . 13382EKA

.47326'RITICS.

ItASS FLN .19301 &05 . 1930LEK5K-FACTOR

.50000'56000'DIFIED

K+ACTN .93596E<7 .10483'H%ST

FACTER

FLSI 1

.51882EKA

. 18348EK4CRITICN.

.18349'50000'

22731 &06. L066LERL

FLN 2

.

13382'47326'13LLOEM

~ 50000EM.23655'77585'UN

A

.OOOOOEM

.23081&05CRLTIGL

.23081& )5,30000&00. 44235M)7

FLOE 8

. 16928EKA

.23081'23092E+05

~ LOOOOEKL

.

74313'TERATIN

7 FRN: QQ%E .535047ERL AT POINT

YDOT 1 YDOT 2 Y00T 3 YDOT 4

.3408&4 -.5316E-N .1875EKO -.2350E<3Yl '2 Y3 Y4

.1835'4733'9685'7652E&3U

6

YOGT 5 YDOT 6.6836E-Ol -.5350EKlr

Y5 Y6.7599'4090EKQ

"C "P

'I

f,

I'll

E

~~

car.. A-w~-004,m 1

A~CAREg~ QQJMUEHMi) SQ ISBN RECIRC PIPE SHEN IN SHLCSIQL %IM - 12 IMM QR~ Z7+UV 7.'l 4

'

OUTPUT AT TI% o 00000

VAR ' hNi %:.

1 . 183487&CF lii2 .548INEKA- QR

'

.968495&03 = POI

4 .685133'OR.675546'OS

6 .420013'OA

EG%RIV NTA

OPIPE

0NT

NIPEASHEN

NML

, .212200EKIo 240000E<i

000Et01

. 100000&01

,M6&01o 753982E401

.681726EKI

STASHATIN PRES6URE

CHITIQL PRESSURE

STATIC PRESSURE

STATIC EBiSITY

THERMO OENSITY

CllITIGLBEISITY

PASSEL

o 10000Et04

MSE 1

.96849Ec03

,75857E%3

. 75857&03

. 18881&OR

. 18881&OR

,. 18877&02

NOSE 2.6851%M.47109&03.66575E<3. 13504EM. 13504EHR

. 70733EKI

HOSE r.67555'48165E%3

.67555&03o 139IKtOR. 13912EtOR

.7332SEKI

NEE 4.4200IEM.8KSEMe28226EM.31815.'Kf. 31815E401

.31784EKI

SACK

,

15000'LSi

SATA

NSS FLUX

558 FLOli

FLO'A V FLSi L

.51883&04, 15498EKH

.18349'54810'RITICAL

ASS FLGQ . 19301EM . 19301&05K+ACTOR

.50000'56000'cOOIFIED

K+ACTOR . 93596K7.10483'HRUST

FACTEH

FLN 1

.5IS83EMo 18349EK5

CRITICAL

. 18349EK5

.50000EHS

.22832'10660ERN

FU7ii 2

. 1549SEM

.54810'11351'50000Ec00

s,31922'70411&00

FUN A

. 00000Et00

.23830'RITIUL

.2383)E<5

.30000EKS

. 40902E<7

FLSi 8

. 17477EKA

.23830E+5

. 23828&05

. 10000E+1

,72929 M

l

r

A

DOGUMENT REYIt=N

1 . RKVIEHERS (CATEGORY)

( )'

)

(

( )

( )

( )

)

)

)

)

2. DATE SWT: RETURN TO: BY:

3, OOCUMENT (TITLE/NUMBER/REy.); 4 ~ ' n+ ( Ai c.Cele.. A/o. - 5 - 0 Rev'. 0

4. ORIGINATOR: C3PPa. OOTHER s. Qsmm m.. Elms Qo~m

B. STATUS: C3 PRELIM E3 FINAL CIR~. C3FI < NO.

7. Ra~&BPCcS ATTAM3

8. COMMENT;

p I - cq/cola&og i'g ~ + p~/<@

P5- As sho;old he A~."

pp54@ - ~+ ll~ ol et@ 0(cga+<i+ w 4 ~u'~M Oat'eanrtu IR~ area w</l be ce~~+Q

Clrwtar a~en, g <j(~~ „s~ ofXc t~ce ~ Pr log. g[„S46 +6 4 s ~~.-~W;.n ~co~senrodivc because id wi/J/

4g/>er -Aa ac6qjie$press ~res.

pc — 5%4g gag Ag 7 5<c4c;

(s 0 "@~,q"

5: p7-:— vv7, zs SDca Ic.q Ia&o ~S are: correct

~+4-~+ pge sA.,/g J,.nu~h e(, n.d sA'~uk';,gg,a/~/;

10'KRJJTION'.HAKSEW.

Z, CHAHGKQ.

g. mi~ Vi~T ~~nmV eV- TAr PAS,A.es4 PRO~ G ~gl&gS ~E &49STllg&OK~r A CiLCAMa AREA (~NBEy R~0$'~ E1ggKQ P'l~) ~ME ANHULAF. WEAMa LnsT ~ATEPKNT GW M~5 PaRR, AtfPW%6EMzl47 ~ Alp FoRplQLQK F4,PER.

~W, 5 . YhiS AS&~PT)Std >4 goYNs-QS6HRit.g C,oHS'CAVAN)VK. HoEfaVh~,)T >S The 6&V ~eThov or- @~

A ReRSoVA&l.E R j'VR%W >mpT>brtMHR'r lS HAPPER)6 4 TMA+ 7.pHg~ pp, (SEE Hcm bTVED IH QM16KSRSIS Od PRO,E g.)+. n~uED RcrrE

b. CoC~~D

SUBMIT i cv'ORM

NOI-QA-B.1 e3ARH'1 (1/83)

r.- (3-3 11.RESOl.VED

PAGE 1 OF~

J I

I 4~

+'L ~ +

'4

4

'P

k

'4

xaCI kf - I N

' PPCL DOCUMENT REV I EH

I. (CONTe) REV!EHER j

3 ~(CONT.) DOCUNENT:

„8-. (CONT.) COHHENT

7. p 8 -, 74 healthy'y 4 "In+e"nialcafes~

i~pl e5 tioop s~ss~s e,H. ra Ca-

Ihe mien orhedge

loq*

$0)i sure /Gate, pre5gure rc)4)~yapPly '4 Ae jH i~iry~+/Qad).PS ~

8. Ck+ ~h~e g,IS i~ 'ttie unload+ ~PIee6on

Ol is %i" ca+ei «g orat) g„joQQ, 7ljg ~orq/g'g~

pl;eS gad ge Cond„'4 5

~%re()lt nek.l loads ~e)e4 'blad.

DIO - On "Ae /ogre 54ohiI A2e/e,,J

Ae conti<'4 pene4rn4'on. /os„,.Ae ) '""ek'~u'~ P i'S m)b.S~W-g.h

l~- p'I iou s<~ +o he ass~

Condu+ Pe e<m4g4 hogan ~ Vso z /< J$ <o

540 Ee 4:s Qss ump{-;op

/I PIZ. ii.ge-QNdgi 6 I Q@CrCohgfkJC,

~ITS; S.;.4 s4o.k'eZR95

10. (CONT.) RESOLUTION:

7, THE FLEX &)IGgn )5" ~LIyCow&)4A~D &T4)HLER ~)uC-. TH+b4XMASaa I ALII)VAl Pgg55~ g, 786~uLC AT +H)CH THE'o~gghT1o)I5,g~)e TO M)cAI)o~ OL)q- Hoop S~LIPS)~)TO& RRB )VENT IP))iLIgg.

~ I))IKH FLEX C,WDV)T iS lg~LLEy+)T <P >Lfit.~ iS, 1-am ~KEN '~p<Iron <WDun- og o)lz ~p ~q> Til~~<~))I'<~T ~T'a 0~ EH> M RLI.DW

)VE I)10VHh~| '@HI~ )S ))I'D RE%OHW<KGX <'bHDOfl W 5EIQH Ql~. THE9 A%u~> Sgi'o iS. Tile ~p)~g RPlCOHT'OP SLAB.V IH Mls c~ >H ~E IpSYI)~UIILQRDEP COHD(TwH 'IT 14 ALSo TI)EAHKQtiT -OV 5A& I)1 TllE Lsd%~ VwOOWHMT)L )7 SERFS ~) 5T~ Qn1|.H )5 Vugg

FF)lLLJRR P0)WT'.

g,g)q. TH)5 CA)CtlLAl)0)V IS ltlTQifgEV ~~ERIC. T%< AL) 1684AM VALV~ fÃHR)I)IA5ii~FP,, IH AC|VRL)T)i'AM VRLVE IS Sv<~XPIF~eRggi Ig c~))g)T Cograu~~H ~ lTAKACde5 TO THG EÃgE% N >)FEST ~ii)WP IS I),Onav'~ RaNDOZ DimCVmm. ITi< T)1aaEreae ASSgnag Wqr mE raSVaaHr

CCrtDQiT I.phd 15 1)I THE P)RECT(V4 hP ~aV ~r~)I)Chion-, ~OA~ ~ ~g~)RE)'-71~ ol.= Ueu)We SaWC nmeyZm P~I~ ~W87 LORP IS REDO(ED 6V g vO~~<> Feii'- ~< ANTE',SHAN)S)WC i)F. ~EOF 7Hle CottpO)g ETr

II~ HO. AfG A)IR.~l5, 15 QP ~E 1 pig)y qi)gag)y)

IV~S WE')ICr)~~ eOX ~ mE,I-IP))7 ~ITCH P) R, THE DEKNPTIQhl Qd

. INK i2.i'Z, QonE'.

FORH NDI-QA-8mfo3BREV.O (1/83)

PAGE +OF~

l

Cj

t+

>+ % 1.t

tk

'PiL DOCUMENT REVIEN

(CONT ~ ) RKVINNER 5 Q S

3 ~ (CdNQ ~ i ddddiiBIT:

8. (CONT.) COHERENT

3- PQ S4~. Ke g.5 Q ~~so0~ Ne s(eEcA o p/o.

10(Z - Put parm4<5es areii44erwmbers 4)r OQ ~ l5 7g

f/'ninin«m.ArEA ron/nation

i5'.l

'3- 4+ <I~I rW~ee7cge PV1I is 40~,

g, p]p- ~ ~re ~I;e,'4 ~~P'+<looks." 5x.S 5;s re@ 6 ~/-QdQiiot5 of Sly roe'll loho/g(tip& ~

.l7. p/3- 0'll y= >~ Apply Q g/~'bigjcond„<?

is. prr ~ $/e ~.d|'6 batteryi'l'<5 / y 8 coney j$

10. (CONT ~ ) RFSOt UTION:

i+ No. THG QOHFiQ)~T~~ ~ ~g.ILLQS~my SY REF,2 >SHc&7. 7, PHC

>iK ~Z.)P>)gd ~ Phi'Z )Z.I+ D~HC .

», xmHE.

]4, rema ~M TM'icxuRk W~gg& s Q+p gF ~p ~/he~ ~Ft'Kv HAV NQ yloga ~h.lclr nslbf

<'.ir~ N%| . Hcdahsg.if@A)5,+g g~D Q&90ir Fs %$6 'bg. s~Plcvlpz V4 aeFSPgZO ~ . 'NDmvo~9~ APP~y.

)55. TMV A~ Two yi~>OP R>% o RE5~v lVa Ly,

)C. p/s - label l'-g~~ ~ vi.e A. A. sowp.

„<<,0..d,8- r~;...~ ~( ~ J~bund.ion k4+ nlaw<+5 Og ~own/'pa~. ~ A~ a vedooc/e

can be re/ecencec/> ~

2c, MB~ >S Ho VmppP. D~>>~M1 Pike ~ Fo~g.MK Pi~gp p+)~ Q)yp q FCQ03> PEPRH~7R rmH-

pl p<4 l< is ~u< clea~ w~<m I4p/oQ or Cg co e'o 4'om,

Zi, TH1< iS T)la V>VYH O'F >F TAE6OKTHE'~'THar Wgm ogE <l)'EOFTHz nevmin% MT SL~

paOMOE~EORM NDI-QA-Baf a38REY 0 (1/83)

I

(s

I

$ Y

c'f-*

E

C',

C

/ c

"~PSL DOCUMENT REVIEN

1 (CONT ) REVIEHER j

3. (CONT.) QOCUMENT: IC. o

8 ~ (CONT ~ )

COHERENT

ZZ p)7 I l'ov de 4 dg~ *$ $0Q) foal+ Q5<g

.~ " ~ S3 i~d ~s.

2'3 t ) Z - k~ce qfR~l~a,4gd. S~~tj, vol.e~ .

29, p)7 gP allo>P5io, = /98'00 PSi

2 5 i PI 7 ~$< Qg+ /c+t$stA)'c45 A vG N/ mo 6w

> Ae m«.

p)<- Io~ CanSeryqki5~ Qp54~Ot. Q;lul < ~Bc.4~ism J k8

27. p l9 — 5Lo& 4< G7 0 Ay/e,yg g d /am.

>~. pi')- Fxplaiq ehg g gt,~g Q~~s«6. W~ f/.~ «,<„I

yerVe arcq.

P20- ft i5 no4 c,tearuJAere'0

- 0')'3) 'n. Qa~e Qo~

10. (CONT ) RESOLUTION:

ZB. Ph~ )7 RQJ)5QD i DIAclAl&~gEylS~)CRLCQ&TlQH RQ30W~ 9) fig~~ATi-R(HAWT

ZS. A~t.HAmr 3 )5'4ZEAW WFZP,&Qv.

'~~g~p ~c) 8 6 NVNpEO gmracer ~~p~)wc Yy. 'lp op

'44,oat W) ~5)ce. ~)e+yq UXo,coo FS) AX'~wN, pVR~W.

)'OSEHT Wg~4(WR(. S~a )g ~~»~q~yV~ 0~ mE A).was'~,

Do<la .

~, P)M4,RE%. >F THE PS't)NTig@ S(:RZH1'~o)'W~Y V)6Zmeo m ~~,~~ <~~ W)) L ~) THa earnir RHn Hat. pg~Y~y )rP<sn F) SZ)rely nS nut;H aZ mE

047S) pp 'ii)E <LAPJf'JNG'+F<QWCE'F THE S<~~ HWy,~M>>i THE l7lFF~C'0WapAOv'~«

~NV Ci=F~V O~ ae ~Lr owTHr- (Ag,gLh7)egk.Zv. irtsuFeic.icaVr rime Foa A O)&SR))m,~<> F4~)HRTion/ Puucy )~S~P.zg. mc Ft c~ cwme~ ve).vr )~ a R.ar

SORY~, T})E SHHPc FACTOI(.)~gr MRFAc.E )s ) vs& REF.

THa 0 9 ltf)WuS L T)PlEf l~ 'NFVRLL TM)CgrvE55 Fog. SC.gEQq~ +gP)PC AS S%MP )< PE QAK.

FORM NDI-QA-Bii 3BREV.O (1/83) .

PAQ~ OFM

I'4<V

C

lgt

')l. l

P|GE L.

l . REVIEHERS (CATEGORY)

/eS (g)

( )

( 3

DOCUHEHT REV IER

( )

( )

),

( )

)

)

)

)

mm:~K RETURN TO:

Al I 6

3. QOCUHENT (TITLE/NUMBER/REV.):OJ V f/RRb

4 ~ ORIGINATOR: RfPPIL Cl OTHER E ~ IEfSAFETT REL. 2! ASHE 0 STILE

B. STATUS s C3 PRELIM C3 FINAL. EREV. C3FIl ~ NO.

7. Ra~™M&lCc™BATTACKZI:

B. COMMENT:

/Ifyne.

lO. RESOt

UTIQN'.

SUBMIT I wlO-

DATE

FORM NOI-QA-B.l .3AREV ~ 1 ( l/83)

PROF l OF~

J,

pl

,!