ML20085E929

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Final Deficiency Rept Re Possibility of Marginally Adequate Support Structure on Main Steam & Relief Valve Discharge Piping.Initially Reported on 751223.Addl Shock Arrestors & Restraints Added.All TVA Plants to Be Analyzed
ML20085E929
Person / Time
Site: Browns Ferry  
Issue date: 05/17/1976
From: Gilleland J
TENNESSEE VALLEY AUTHORITY
To: Moseley N
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION II)
Shared Package
ML20085E900 List:
References
NUDOCS 8308170128
Download: ML20085E929 (3)


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!!r. !iorma C. !!onoley, Director Offico of InapEction und Enforcencat gpy U.S. I ucione Regulatory Cor.nionion Region,.II - Suite 818 230,Penchtreo Stroct, IM.

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Dear Mr. !!oucicy:

yf 11RO*CIS FERRY UUCLEAR PLAllT UNIT 3 - REPORTABLE DEFICII2 ICY -

.N l'OSSIllILIYY OF !!ARCIl! ALLY ADEQUATE SUPPORT STRUCTURE ON IfAIM STEA!! A1;D RELIEF VALVE DISCIIARGE PIPI!IG - IE C0!!TEOL O

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Initial report of the cubject reportablo deficiency was rndo to G. R. Ylingler,1;EC-IE, Rogion II, on Docenbor 23, 1975, cad van followed by our January 20, 1976, lotter, J. E. Gilleland

'g if,'8 to Donald F. Knuth. A second interin report una nubnitted to 4 .m j#)

l IT.C by our April 29, 1976, letter, J. E. Gillcland to Hornan C.

't j 1:onolcy. Encloacd is our final report concerning this doficiency W

(Encionura 1) and a copy of the Teledyne analyala (I'nclonuro 2) fj relating to this deficicucy.

4, j,:, j f.:.h-Very truly yours, 3,,,3 J.j 7N44,,5.y

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J. E. Gilloland Anaistant Manager of Power

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-Wi CC:/Dr.E.Volgenau, Director d.f[."' J

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{fi Offico of Inspection and Enforcenant U.S. !!ucicar P.cgulatory Cocmission

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Unuhington, DC 20555

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T on II In:.poe b>r, G. H. Klingler by T. V. Abi.atiello,T. W.

B a rk alc7 Lion' The report was cR. i n o al i rume wi th b,i 15. A'i?$0' h5 (e )

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'D u, s 2 :, the fin 11 report for this occurrence.

miinM D.e.:e r i it i on of Oce u r 'ne e l

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o f t1m, p <. a. u,, Fe r ry rt i n <; te un l i n e s n na r el i e f 'alve d i: cirtre e J

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piping, uht"h wts dt.ne in conjunct i on wi th the propored :,ubsti tut. ion af two E

C r onby rel i e f v'ilve for two Target Hock relief valves on unit 3, revealed S

tnat the I nt. ing pi o nc support of these lines was not adequate to prevent r:t r e,>.1 r< tn exceedind those reported in the FDAH.

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7-Cnune of De fi c i enc.y.

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Yhe W wnn Ferry pl:uit was ori gi nall y de ;i cned uni n, thr> c r i t. r i t cet forth in the 1 %'/ i<<.ne of Fa't' h3' 1.1.

,",2nce this con-did not

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J the t.2 e l, nt rel ie f val ve d ;

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, e r \\ a L 1'..- u u r.t, used in d.lgni ng for t hi s comitti on.

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5 pl ant d e s i gn h ul chi un th tt, w hi le l i n e" of i tn o-t.,pe do vibrate' e.c

=eg r;turt up systems u.th high pr-nu re c r i t. i c al

o. v-l s o t ~ bl ir.n n t, d c r.!n fo Lne a

e n')<nner, they :tabi1,ne,tithin a rhort pc.iod of tir.e and <'r.

. I w i t h i n t.hc endurance stras limit of the piping.

Precent da malol and co:uputer sollyt. ion of the transi.ent J oading phenonnon, en corsi

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in conjunct ion wtth the other loadinbr con'li' lons C- <1 exist ing piping a upport'

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t h ow., t i t.. o e.c, in the piping to be above the stated FSAR values.

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-Safet.y Thalications--

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rgle es dysis of the main cteam lines and relief valve di a u :-~

r r, r{ tow the maximum st ress to occur in the 26"x6" sweepolet mbtir de U on considering pressure, deadweight and other cuntained b ehknical im I

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e, seicmic, and rel ief valve opgrat ion, stres ses are above t he stated N

val ue,

and near t.he yield stress of the material <tt c'eo:.gn o

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M uenperature" ftssuming all these loa ls occurring simultaneo'""-l

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Y an'i s ufi le lent nav,nt-i tu(1e to cause a failure at the sweepolet,

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ta1 c1tw_eter nipe loss or

,mas coo)an a.cen. lent could occur.

The emergency core cooling system is sized N

o read ly nit tgat,e such an accident.

Hw ever, the pr.scibility t hat 'much a S

failure cotdd h:tve occurred is very re ote e-ince me n chest calculated n

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stress was still below that necessary to cause such a feilure.

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o penerli)Llon, _of Corrective Act. ion Tc)cdyne lhlerials Research has conducted a new stress nnalysis for each main cleam and relief valve discharge line in all units at Browns Ferry.

The crit.cria of AU3I B31.1,19'/3 edition, including all addenda up to cummer 19'/S, have been used for this ana. lysis.

Additional mechanical shock arrectors and restraints have been added to the lines for satis-faction of the criteria, t

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Mc Taken to Prevent a Recurrence l

All TVA nuclear plants will be analyzed considering all 3cading conditions i

as required by the applicabic codes and SAR commitments.

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i OM DATE OF DOCUMENT DATE RECErt ED NO TDRIESSEE VALLET AlmIORITY 1-20-76 1-27-76 60069 LTH MEMO REFOH f OTHEN

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l NO AcilON NECES$ARY COMMENT By CL A351F -

POST OF F ICE F IL E CODE RfG NO DE SCR WTION (Ment Be Untlasse8*si agFERRED TO DATE RECElvf D BY DATE DEFruruary agPott

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ENCLO5URES COPIES FOR NSIC TIC P9R LITOL SENT TO RBC10t4AL COORDINATOR hf) 5 Eb i

REMARKS b

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lV u s NUCLE AR Recut AfoRv COMMISSION 7oRM c 32sd a

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