ML20216J525
ML20216J525 | |
Person / Time | |
---|---|
Site: | Sequoyah ![]() |
Issue date: | 06/26/1987 |
From: | Gridley R TENNESSEE VALLEY AUTHORITY |
To: | NRC OFFICE OF ADMINISTRATION & RESOURCES MANAGEMENT (ARM) |
Shared Package | |
ML20216J530 | List: |
References | |
NUDOCS 8707060094 | |
Download: ML20216J525 (31) | |
Text
{{#Wiki_filter:- - - - - - - - - - - - - - - . - - - - - O TENNESSEE VALLEY AUTHORITY CH ATTANOOGA. TENNESSEE 37401 SN 157B Lookout Place JUN 2 6 887 U.S. Nuclear Regulatory Commission ATTN: Document Control Desk Washington, D.C. 20555 Gentlemen: In the Matter of ) Docket Nos. 50-327 Tennessee Valley Authority ) 50-328 SEQUOYAH NUCLEAR PLANT (SQN) - NRC REQUEST FOR ADDITIONAL INFORMATION REGARDING AUXILIARY FEEDWATER (AFW) FLOW AND PRESSURE REQUIREMENTS
Reference:
Letter from J. A. Domer to NRC dated December 23, 1986, "Sequoyah Nuclear Plant - Technical Specification Change 71, Auxiliary Feedwater Pump Pressure Drop Requirements" In a May 8, 1987 telephone conference call, NRC requested additional information regarding AFW flow and pressure requirements. The additional information is needed to assess the acceptability of a TVA decision to delay the AFW technical specification change until after restart. NRC was informed of this decision by the referenced letter. A change to the technical ! specifications is necessary because of modifications that replaced the ) pressure control valves with cavitating venturies. This modification j increased the system resistance, resulting in a higher technical specification differential pressure test value to ensure pump operability. TVA plans to collect the needed data to finalize the new differential pressure requirements ! during restart of unit 2. NRC has requested detailed information of the AFW issues in order to agree with TVA that the system is capable of performing its intended function and that sufficient administrative controls are in place to ensure system operability. i A copy of the calculation made to determine the minimum required total developed head on recirculation flow for each AFW pump to ensure system operability is provided in enclosure 1. The minimum required head on recirculation flow for each AFW pump is listed on sheet i of the calculation. The AFW piping resistance calculation was adjusted to account for the installation of the cavitating venturi. The minimum required head on recirculation flow was based on a uniform degradation of the pump head curve from the valves measured during postmodification testing. A copy of the motor-driven AFW pump surveillance instruction is included as enclosure 2. It contains the pump test acceptance criteric in appendix A. This criteria is based on the minimum head requirements on recirculation flow and actual test equipment accuracies. uname P og An Equal Opportunity Employer
U.S. Nuclear Regulatory Commission JUN 2 61987 An unreviewed safety question determination (USQD) for initial postmodification testing following installation of the cavitating venturi is provided in enclosure 3. This USQD also addresses a flow deficiency for the 2A-A pump identified during testing. The USQD documents the acceptability of a flow rate of 425 gallons per minute (including recirculation flow) for AFW pump 2A-A. A safety evaluation that outlines the planned restart testing of AFW pump 2A-A is provided as enclosure 4. A. draft copy of the most recent pump head' curve for pump 2A-A is provided in enclosure 5.
.The information provided in- the enclosures demonstrate that the AFW pump can perform their safety function. TVA will revise the pump head requirements for the 2A-A AFW pump, as appropriate, based on the, testing performed during unit 2 restart. The surveillance test values will be updated accordingly.
TVA will submit' revised technical specifications for the AFW surveillance requirements as previously committed in the referenced letter. Please direct any questions you have concerning this issue to Rick W. Meadors at (615) 870-6649. I Very truly yours, i TEN E SEE LEY AUTHORITY R. ridley, D rector Nuclear Safe and Licensing Enclosures ec: See page 3 i
U.S. Nuclear Regulatory Commission JUN 2 61987 I cc (Enclosures): Mr. Michael H. Mobley, Director (w/o Enclosures) Division of Radiological Health T.E.R.R.A. Building j 150 9th Avenue, N ] Nashville, Tennessee 37203 ' Mr. G. G. Zech, Assistant Director for Inspection Programs Office of Special Projects U.S. Nuclear Regulatory Commission 101 Marietta Street, NW, Suite 2900 Atlanta, Georgia 30323 Mr. J. A. Zwolinski, Assistant Director for Projects Division of TVA Projects Office of Special Projects J U.S. Nuclear Regulatory Commission 4350 East West Highway EWW 322 Bethosda, Maryland 20814 Sequoyah Resident Inspector i Sequoyah Nuclear Plant 2600 Igou Ferry Road , Soddy Daisy Tennessee 37379 I I
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ENCLOSURE 1 Auxiliary Feedwater (AFW) En61neering Calculations l eY 4 l t 1 i i 1
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For use on any seedia not corroelve to some systern ' insterials.(See pages 1313.) 880TE: 800 series: Amey esest eschet; 730 Swiss: als seemises Seset socket. .f C ,,_ ' ;r , as0veusetts: Ada suene win se ausse n=m- "t grande,w - AISI 316.L stainicoe to ass enste Campiete movenent. descripteen IB: essmanns of pievenents asese: en pees S. D: Deem i*1 steel, ramese 015 thru 0-5000 pet. 403 stainless steet, rangoe 0 7500 thru D.30.000 p.,,,,,nn, ,fo,,,,jon, g,,,s,,3g, ds" and #": Available with CAfgDO casa aseso enousmose
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. Schedule of' Prices . Jr. ** set 2L. k p.,cusee u sany a mw:4mnts t n eie ewnica a te Nreiras tw..:e w Delivery and Shipping Data 7/p/71 """d ""'" """'A ** 58"'d's awa me a me ansu)=.as e,smes ser.;em is esstracn Il Guaranteed Data .
E g*uiF"'at Data 88'*8'Is k h?-*a!r ***a 8 e twesas asent et tid er s10.000 w me iJ g- Experience D.ata T"'a' th t he h e' a'***' g 1 w s.,.ces c.: sf 6een 3 pg,q- m . e ....m r% ne=; rest
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7eI M*N *c.*Eu1* t.:r. .""'" " "".' " "** " #3 " Diagrar. No.
!. ; ull.1919 @$a&.u.mY1D@iy ,R5o!I RAN D C0FP72r . , -
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R.17pkles, Jr. Diat. Pr;r. ACCEPTA8 CE- A::4t:8 p8ris t* / Items 1 and 2, and it consters 70-timeMI mtty Anrwir required by TVA, item 3, including overtis*
' rates when applicable. F.0.B . Cars, Daisy, Daisy, Tennessee (CHO & TP Ry-), fbe switch delivery to M .,,i.h Nuclear PA. nit Site
- Tennessee (C30 & TP Railway), for svitch delivery to Sequoyah Plant Site. .' htAkit: teatract 72C30-92610 .
feh Begneyah Units 1 and R . Anth Chigf $tgrghegptr FACE 1A IS MADE A PAhtr OF THIS CatfTRACT. . Eict an oundcItt m Tussasu watt asimaart - {*5ee note en page 1A).
- Constrootion Aoeounting Breach 400 Northshore Building aY .:.m m = =.rr.s,. y /. . d,.. m ., a Enesev111ep 15 3790s e.w- m *.,.,.,,,,,,,,,,,,1e,,s,,,,,,,,,,,,,,,,,,,,,,,,,,,,.m.,
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- a. Type ad material-same as turbine tEtt ,
- b. Mr 9,g/g , , ,
e.. Wuniber of stages'. p , . T. v aring rinse .
- s. Type, setboa of" fastening, ad material of rin6s Casing Ritigs . .
Tyne 410 ss, set sesineod 8.' Shaft a d s% eves * '
- m. Material'ad motboa of fastening 316 88 Coated, M.ed to Shaft P/ab. Diameter at ines11ers", bearings, a d stuffing boxes 2)", 2.12", g .
- c. inell hardness number of shaft sleeves $78 Pin. (Coating) ,
- p. Stuffing boxes
- P/Ba. ' Type, site, ad materials Packed 41/8" CD 13 Q rome .
..( 10. Base plate *** *
- a. Materici aM construction Fabricated Carbon Steet
; 11. Couplings . . a. Make, type, ad site Fast B Flexible, #2
- 12. Flanges P/Ba. , Site ad 1ccctb of sua;fon sM dischargo nostics from centerline .
Std of shaft Suetion 300f RF 16" rnanhavge . 900r .Br 16"
- b. Materials Sene as casing ,
- e. Idmiting allovable pump nostle forces ad cosents *
- 13. Mini ==, flod - -
- a. Minisus reco monded flow from purp discharge to prevent 25 OPM Oreiteating and/or provide for eterationsi stability o -
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ENCLOSURE 2 Auxiliary Feedwater (AFW) Surveillance Instruction}}