ML17138B194

Summary of 800228 Meeting W/Util Bnl,Kwu,Kfk,Sri Intl, Bechtel,Nus Corp & CNSNS to Discuss plant-unique Containment Program.List of Attendees & Agenda Encl

ML17138B194
Person / Time
Site:	Susquehanna
Issue date:	03/07/1980
From:	Eltawila F Office of Nuclear Reactor Regulation
To:	Office of Nuclear Reactor Regulation
Shared Package
ML17138B195	List: ML17138B194 ML17138B196 ML17138B197 ML18017A106
References
REF-GTECI-A-08, REF-GTECI-CO, TASK-A-08, TASK-A-8, TASK-OR NUDOCS 8004080660
Download: ML17138B194 (29)

Text

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gp g W**yW UNITED STATES NUCLEAR REGULATORY COMMISSION WASHINGTON, D. C. 20555 V~";R 7 1980 DOCKET. F(LE Docket Nos. 50-387/388 Applicant:

Pennsylvania Power and Light Company (PPSL)

Subject:

Meeting with PP8L to discuss Susquehanna Steam Electric Station (SSES) plant unique containment program (February 28, 1980)

The purpose of the subject meeting was to discuss the preliminary observations made by PP8L during the GKM-IIM tests conducted by KWU (Germany) for the SSES to resolve certain NRC concerns regarding the differences in vent length be-tween the early 4T test facility and a prototypical Mark II containment..

An attendance list and a copy of the meeting handout are enclosed.

~Summa r Several new tasks were disclosed during the meeting which will require additional efforts that were not anticipated by the staff.

A summary of the SSES plant unique containment program is provided below.

1.

GKM-IIM Test KWU performed a total of 20 tests originally intended to verify the conden-sation oscillation design load specification used in SSES.

Chugging loads, vent lateral bracing loads and submerged structure loads were also recorded during these tests.

Preliminary results from these tests show pressure profiles that have ampli-tudes and frequencies that are beyond the values observed in the 4T facility and no distinction between C/0 and chugging.

This has lead to the PPItL de-cision to combine the load definition of C/0 and chugging into one load spe-cification based on GKM-IIM data.

The applicant indicated that the final load specification will be contained in a report to be submitted September 1980.

The report will include a dis-cussion of multivent effects with respect to test evaluation and analytical justification of the loads.

The staff expressed concern regarding the method used to study the multivent effect, which depends on multivent scaled test results.

The staff also ex-pressed concern that the new load methodology was not anticipated by the staff and will have a great impact on the staff's resources.

800.408066o

'I 1g

Docket Nos. 50-387/388 MAR V

>980 2.

In-Plant Su ression Pool Load Tests (SRV discharge)

The applicant presented its proposed in-plant tests devised by SRI to mea-sure submerged structure'oads under simulated SRV air clearing and com-parative results from the Karlstein facility.

Preliminary observations indicate a basis for pursuing load reduction exists;

however, the final decision whether or not this approach will be used will depend upon the equipment and piping analysis currently underway.

3.

LOCA Submer ed Structure Loads Due to time limitations the applicant was not able to complete its presenta-tion regarding LOCA submerged structure loads.

However, the handouts for this presentation were provided.

Farouk Eltawi la, Acting A-8 Task Manager Containment Systems Branch Division of Systems Safety

~ '

SSES Meeting 2/28/80 C.

G.

R.

J.

Anderson Kleinstein H. Scanlan John R. Lehner C.

C.

H.

D.

P.

M.

G.

D.

G.

H.

C.

T.

Economos Lin Clari ce Hoffmann Antony-Spi es Becker Cl ass F.

Roth M. Mead R. Abrahamson D. Vernarr Siegert T. Coddington Lum J.

A. Weyandt Neil M. Howard C.

A.

0.

W.

C.

D.

H. Luk Hashemi D. Parr R. Butler Calderon Sanchez Prelewkz Moe Michail M. Su Farouk Eltawila A. Kudrick NRC/DSS/CSB NRC/DSS/CSB NRC/DSS/CSB BNL/NRC Princeton Univ./BNL BNL BNL/NRC BNL/NRC PPL KWU KWU KWU KFK PPSL PPSL SRI PPSL KWV PPSL Bechtel Bechtel Bechtel PP&L SRI NRC/DPM NRC/DSS'/CSB CNSNS CNSNS NUS Bechtel NRC/DSS/CSB

Hortnern Irxtiana Public Service Comoany ccs'eredith Bemphill, Jr. Esq.

Assistant ~ral Counsel Bethlehem Steel Corporation 701 East Third Street Bethlehem,

~?ennsylvania 18016 William8. Eichhorn, Esq.

Eichhorn, Morrow 6 Eichhorn 5243 Hohman Avenue Hamnond, Indiana 46320 Northern Indiana Public Service Con@any ATIN:

Mr. H. P. Lyle, Vice President Electric Produr<ion 5 Engineering 5265. Hohm w Avenue Hmaiand, Indiana 46325 Reward W. Osann, Jr., Esq.

Wolfe, aubbard, Leydid, Voit a Osann, Ltd.

Suite 4600 Cne ~ Plaza Chicago, Illinois 60611 Robert J. Vollen, Esq.

109 cnorth Dearborn Street Chicago, Illinois 60602 Porter County, Izaak Walton League of America, Inc.

Box 438 Chesterton, Illinois 463u4 Michael I. Swygert, Esq.

25 East Jackson Boulevard Chicago, Illinois 60604 Richard L. Roobins, Esq.

Lake Michigan Federation 53 West Jackson Boulevard Chicago, Illinois 60604 Nau ice Axelrad, Esq.

enstein, Human, Reis t Axelrad 1025 Connecticut Avenue, N. W.

Washington, D. C. 2U036 Jms H..Cahan, Esq.

Russell Eggert, Esq.

Office of the Attorney General 188 Randolph Street Chicago, Illinois 60602

Long Island Lighting Company ccs:

Howard L, Blau, Esq.

Blau and

Cohn, P.C.

217 Newbridge Road Hicksville, New fork 11801 Jeffrey Cohen, Esq.

Deputy Comnissioner and Counsel New York State Energy Office Agency Building 2 Em pi re St ate Pl a za

Albany, New York 12223 Energy Research Group, Inc.

400-1 Totten Pond Road Mal tham, M ssachusetts 02154 Irving Like, Esq.

Reilly, Like and Schnieder 200 We~t Yogin Street Babyl on, Ne.w York 11702 J.

P.

Novarro Project Manager Shoreh m Nuclear Power S.ation P.

0.

Box 618 Wading River, New York 11792 W. Taylor Reveley, III, Esq.

Hunton 8 Williams P. 0.

Box 1535 Richmond, Yirginia 23212 Ralph Shapiro, Esq.

Cadaver 8 Shapiro No.

9 East 40th Street New York, New York 10016 Ecward J.

k'alsh, Esq.

General Attorney Long Island Lighting Company 250 Old Country Road

Mineola, New York 11501 Dr. Hank Chau

'n'"Island Lighti;o Co.

(loci ear Licensing Divis i on 175 East Old Country Road Hicksville, New York 11801

Mr. Earl A. Borgmann Vice President - Engineering The Cincinnati Gas and Electric Company P. 0.

Box 960 Cincinnati, Ohio 45201 cc:

Troy B. Conner, Jr.,

Esq.

Conner, Moore 5 Corber 1747 Pennsyania

Avenue, N. M.

Washington, D. C.

20006 Hr. Nlliam J.

Moran General Counsel The Cincinnati Gas and Electric Company P. 0.'ox 960 Cincinnati, Ohio 45201 Mr. Nlliam G. Porter, Jr.

Porter, Stanley, Arthur and Platt 37 Mest Broad Street

Columbus, Ohio 43215 Hr. Peter H. Forster, Vice President Energy Resources The Dayton Power and Light Company P. 0.

Box 1247 Dayton, Ohio 45401 J.

Robert Newlin, Counsel The Dayton Power and Light Company P. 0.

Box 1034 Dayton, Ohio 45401 Hr. James D. Flynn

Manager, Licensing Environmental Affairs The Cincinnati Gas and Electric Company P. 0.

Box 960 Cincinnati, Ohio 45201 Hr. J.

P. Fenstermaker Senior Vice President - Operations Columbus and Southern Ohio Electric Company 215 North Front Street

Coulubus, Ohio 43215 David B. Fankhauser, PhD 3569 Nine Mile Road Cincinnati, Ohio 45230 Thomas A. Luebbers, Esq.

Cincinnati City Solicitor

,Room 214, City Hall Cincinnati', Ohio 45202 Mr. Stephen Schumacher Miami Valley Power Project P. 0.

Box 252 Dayton, Ohio 45401 Ms. Augusta Prince, Chairperson 601 Stanley Avenue Cincinnati, Ohio 45226

Hr. Norman M. Curtis C

Vice President - Engineering and Construction Pennsylvania Power and Light Company 2 North Nfnth Street A11entown, Pennsylvanf a 18101 Hr. Earle M. Head Project Engineering Manager Pennsylvania Powr h Light Company 2 North Ninth Street Allentown, Pennsyl vania 18101 Jay Sflberg, Esq.

Shaw, Pittman,,'Potts 5

Trodi idge 1800 M Street, N. M.

Meshfngton, D. C.

20036 Nr. Qfllfam E. Barberich, Nuclear Lfcensfng Group Supervisor Pennsylvania Power 4 Light Company 2 North Nfnth Street A11entom, Pennsyl vania 18101 Edward N. Nagel, Esquire General Counsel and Secretary Pennsylvania Power 5 Light Company 2 North Ninth Street Allento~, Pennsylvania M101 Bryan Snapp, Esq.

Pennsylvania Power 5 Light Company 901 Hanilton Street Al 1 ento~,

Pennsyl vanf a 18 101 Robert N. Gallo Resident Inspector P. 0.

Box 52 Shickshinny, Pennsylvania 18655 Susquehanna Envfr onmental Advocates c/o Gerald Schultz, Esq.

500 South Rfver Street Qilkes-Barre, PA 18702 John L. Anderson Oak Ridge National Laboratory Union Carbide Corporation Bldg. 3500, P. 0. Box X Oak Rfdge, Tennessee 37830 Hr. Robert J. Shovlin Project Manager Pennsylvania Power and Light Co.

2 North Ninth Street Allentor, Pennsyl vania 38 101 Alan R. Yuspeh, Esq.

Shaw, Pittman, Potts E

Trowbridge 1800 M Street, N

M.

'l4ashfngton, D. C.

20036 Or. Judith H. Johnsrud Co-Director

~

Environmental Coalition on Nuclear Power 433 Orlando Avenue

'tate College, PA 16801 Hr. Thomas M. Gerusky, Director Bureau of Radiagfon Protection Department of Environmental Resources Coamonmalth of Pennsylvania P. 0.

Box 2063 Har risburg, PA 17120 Ns. Colleen Marsh Box 538A, RO04 Hountain Top, PA 18707 Hr s. Ir ene Lemanowicz, Chairpersoi

%e Citizens Against Nuclear Dangers P. 0.

Sox 377 ROPl Berw1 ck ~

PA 18503

Hr. Byron Lee, Jr.

Vice President Conmonweaith Edison Company P. 0.

Box 767 Chicago, Illinois 60690 cc:

Richard E. Powell, Esq.

Isham, Lincoln h Beale gne First National Plaza 2400 Chicago, Illinois 60670

Niagara Mohawk Power Cor por ati on ccs~

Arvin E. Upton, Esq.

LeBoeuf, Lamb, Leiby & MacRae 1757 N Street, N.

W.

Mashington, D. C.

20036 Anthony 2. Roisman, Esq.

Natural Resources Oefense Council 917 15th Street, N.

M.

Mashington, O. C.

20005 Hr. Richard Goldsmith Syracuse University

.College of Law E. I. Nite Hall Campus

Syracuse, New York 13210 T. K. DeBoer, Oirector Technological Oevelopment Programs New York State Energy Office Swan Street Building Core 1 - 2nd Floor Empire State Plaza Albany, New York 12223 Niagara Mob~ Power CorPoration AITN:

Mr. Gerald K. Rhode, Vice President S. stem Project Management 300 Erie Boulevard Nest

Syracuse, New York 13202

~

~

~

~

Mr. Edward G. Bauer, Jr.

Vice President h General Counsel Philadel phia Electric 'Canpany 2301 Market Street Phi1adel phia, Penn~)vanf a 19101 CC.

Tro B. Conner, Jr Esq.

Conner, oore 5

rber 1747 Penn nia Avenue,'.

M.

Mashingt C.

20006 M.

11fam Anderson, Esq.

Deputy Attorney General Roan 512, Main Capitol Building Harrfsburg, Pennsylvanf a 17120 Frank R.. Clokey, Esq..

Special Assistant Attorney General Roan 218, Towne House Apartments P. 0. Box 2063 Harrisburg, Pennsylvania 17105 Honorable Lawrence Coughlin House of Representatives Congress of the United States Mashfngton, D. C.

20515 Roger B. Reynolds, Jr.,

Esq.

324 Swede Street Norrfstown, Pennsylvania 19401 Mfllard C. Hetzel, Esq.

312 Hain Street

. East Greenvf lie, Pennsylvania 18041 Lawrence Sager, Esq.

.Sager h Sager Associates 45 High Street Pottstown, Pennsylvania 19464 Joseph A. Smyth Assistant County Solicitor County of Montgomery Courthouse 4orrfstown, Penosylvania 19404

cc:

Eugene J. Bradley Philadelphia Electric Company Associate General Counsel 2301 Market Street Phfladelphfa, Pennsylvania 19101

Washington Public Power Supply System CC:

Joseph B. Knotts, Jr.,

Esq.

Oebevoise 8 Liberman 1200 Seventeenth

Street, N.

W.

Washington, D. C.

20036 Richard Q. Quigley, Esq.

Washington Public Power Supply System 3000 George Washington Way P. 0.

Box 968 Richland, Washington 99352 Nicholas

Lewis, Chairman Energy Facility Site Evaluation Council 820 East Fifth Avenue Olynpia, Washington 98504 Hr. 0.

K. Earle Licensing Engineer

,'P.

0.

Box 968 Richland, Washington 99352 E

Hr. Neil 0. Strand Washington Public Power Supply System 3000 George Washington Way P. 0.

Box 968

Richland, Washington 99352

~ ~I

TIME DEPENDENT LOAD CALCULATIONS:

INPUT 1.

STRUCTURE (NODE) LOCATION 2.

STRUCTURE CROSS-SECTION 3.

STRUCTURE DIAMETER(OR EQUIVALENTDIAMETER) 4.

STRUCTURE (SEGMENT) LENGTH 6.

INERTIA,DRAG, & LIFT COEFFICIENTS ANDVORTEX SHEDDING FREQUENCY 6.

ACCELERATION&VELOCITYHISTORY ATTHE NODE

7. ACCELERATION8 VELOCITYMULTIPLICATIONFACTORS

TIME DEPENDENT LOAD CALCULATION:(Cont)

OUTPUT:

1. TIME DEPENEIENT LOAD(FA+F8+ FIJ IN A DEFINED 0 DIRECTION FA FORCE SUE TO ACCELERATION FS FORCE HUE TO VELOCITY FL FORCE I5UE TO LIFT ALLTHE FORIES ARE SUMMED VECTORIALLYAND PROJECTED UNTO THE 0 DIRECTION

2. TIME DEPENDENT LOAD(FA+FS+FU IN THE RELATED 90 DIRECTION

REFERENCES:

1.

NEDO-21730, NtEDO-21061 2.

NOREG-9487 3.

LEAD PLANT RESPONSE TO THE NRC CRITERIA (NUBEG-0487) 4.

GENERIC RES( ONSE TO THE NRC CRITERIA, TASK C.15

INPUT STRUCTURE, LPAP ygTHOUT INTERFERENCE 2.

CHANGE IN tHE LOAD DUE TO INTERFERENCE OUTPUT THE SUM OF THE 0 DIRECTION LOADS ANDTHE SUM OF THE 99 DIRECtION LOADS PROVIDE THE SUBMERGED STRUCTURE LdAD IN THE TWO CHOSEN DIRECTIONS

CONCLUSION:

IWEGS/MARS SS PROVIDES A CONSISTENT METHODOLOGY FOR CALCULATING SUBMERGED STRUCTURE LOADS

HVDRODYHAMICLOAD COEFFICIENTS &

FACTORS (HIANDCALCULATIONS):.

INPUT

'i. STRUCTURE DIAMETER 2.

STRUCTURE ORIENTATION 3.

STRUCTURE CROSS-SECTION 4.

MODIFIED DlhAG COEFFICIENTS (INTERFERENCE) 6.

PHENOMENON'S CHARACTERISTICS (E.G. DOMINANT FREOUENCV)

HYBRGDY6lAMICLGAD COEFFICIENTS &

FACTGRS (HANDCALCULATIGNS): (Cont)

OUTPUT:

1.

INERTIA,DIAG,& LIFE COEFFICIENTS AND VORTEX SHEDDING FREQUENCY 2.

EQUIVALENTDIAMETERS FOR NONCIRCULAR CROSS-SECTIONS 3.

ACCELERA'fllONAND VELOCITYMULTIPLICATION FACTORS

REFERENCES:

1.

NEDO-2173d & NEDO-21061 2.

NUBEG-048) 3.

LEAD PLANT RESPONSE TO NRC CRITERIA INUREG-0487) 4.

GENERIC RESPONSE TO THE NRC CRITERIA, TASK C.IS

~MTEaFEREWCE E~~~CTS OW ACCELERATIOMAND VELOCITY:

INPUT:

1.

STRUCTURE 6IAMETER 2.

STRUCTURE ORIENTATION 3.

STRUCTURE CROSS-SECTION 4.

SEGMENT LENGTH 6.

SURROUNDIAIG STRUCTURES'OCATION, SIZE, AND ORIENTATIOnl 6.

ACCELERATI6hlANDVELOCITYATTHE NODE OVER TIME r

~ ~

INTERFERENCE EFFECTS OM ACCELERAl"IONAND VELOCITY:(Cont)

OUTPUT:

'I..CHANGE IN I.OAD DUE TO INTERFERENCE 2.. MODIFIEDDhAG COEFFICIENTS

REFERENCES:

1.

NEDO-21730 h'EDO-21061 2.

NUREG-0487 3.

LEAD PLANT RESPONSE TO NRC CRITERIA(MUREG-0487) 4.

GENERIC RESPONSE TO MRC CRITERIA, TASK C.15

II 4

~~<@,~y 29, I 9pD 5u5cPUsHuANA N<<1-tl4@

@/C/N 1C Ilh

'TEST%

(QNI U)

'Shf>~<<

GVPPKESSlog ~l.

LoAO T~~~y (gag)

SO&hhEM <lO MRVCTL)NE AiETHOQOLo~, y ~ L,ac+ ~Ay>gg g (gfc/tiEL)

INTRODUCTION PPSL o

TEST PLAN DR. BECKER TEST FACILITY,INSTRUMENTATION, AND OYERYIEN OF TEST RESULTS-MR. HOFFMAN PRELIMINARY EVALUATIONOF SELECTED TEST RESULTS DR. ANTONY-SPIES o

ANALYTICALJUSTIFICATION AND DETERMlNATION OF AMPLITUDE FACTORS. DR. CLASS

PPRL6

-I NT S P

GR'EBRUARY 14, 1979

BETHESDA, ND PPLL IilFORNS

."lRC OF PLANS FOR Ge-I IN TEST PROGRA:"l NARCH 23, 1979 SR I I."lTERilATIONAL NE!'HALO PNK, CA PPRL NEETS WITH i<RC TO DISCUSS KHU EXPERIENCE WITll C. 0, Af'1D CHUGGING, GK'I-II."l TEST PHILOSOPHY, TEST PARANETERS AAD STRATEGY FOR CONDUCTING TESTS JULY 16, 1979

LEBAl30N,

.":PH PPRL NEETS MITll NRC TO REVIEW STATUS QF GKN-IIN PRQGRA,"l OCTOBER 22, 1979 START OF GKN-II1 TESTS

'lOVENBER 12, 1979 r<RC WImESSES Ce-IIN TEST Ru;>

JANUARY 11, 1980 FEBRUARY 11-15, 1980 FINAL STEAN-LINE TEST REC I RCULATION-LIi<E TESTS FEBRUARY 28, 1989

BETHESDA, ND PPRL!"EETIHG WITH NPC TO REVIEM GKN-IIN TEST RESULTS

NT PURPOSE OF TEST IS TO A)

RESOLVE NRC CONCERNS EXPRESSED IN iNUREG 0487 REGARDING THE DIFFERE,"ACES Il'l VENT CONFIGURATION (LENGTH) BETl<EE,"l EARLY 4T TEST FACILITY Ai'lD A PROTOTYPICAL NK II CONTAI;"l"lENT B)

VERIFY THE "CONDENSATION OSCILLATION" DESIGN LOAD SPECIFICATION USED Oil SUSQUEHANNA LEAD PLANT BOUNDING LOABS IN-ADDITIO"l, DATA 'IAS RECORDED ON CONTAINMENT o

CHUGGING LOADS o

VENT L4TERAL BRACI"lG LOADS o

LOCA SUBf"lERGED STRUCTURES LOADS

1978 G

f -8 SulEDU E

1979 1980 FUEL LOAD 10 11121 2

3 4

5 6

7 8

9 10 11 12

.3.

2 3

4 5

6 8

910 12 1

2 4

5 6

9RELIMTNARY DESIGN FACILI'8 MODIFICATION AND INSTRUMENT INSTALIATION SYSTEM &LIBRATION AND SHAKEDOWN TESTS TESTING STRAM-LINE BREAK IICULSE TESTS MODIFY FACILITY FOR RCL TESTS TEST EVALUATION FINAL LORD SPEC.

RESPONSE

SPECTRA EVALUATION

TESTS HAVE SHA<'Ai j.)

CONDEllSATIO;"k OSCILLATIO'l (C, 0,)

HENONE'ION NOT AS "CLEAN" AN EVENT AS SEE.'l IN PREVIOUS 4T TESTS - fhANY FREQUENCIES

INVOLVED, 2)

NO CLEAR DISTINCTIO,"l BETHEEN C, 0, A."lD CHUGGI,"lG.

5)

PRESSURE Al1PLITUDES GREATER THAN PREVIOUS 4T TESTS

RESULTS, THEREFORE, NE.WILL BE COPlBINIXG THE LOAD DEFIllITIOHS FROf1 C. 0, A.'PD CHUGGING INTO 0NE LOAD BASED OH 661-II 1 DATA.

GENERATI;l6 BUILDING RESPO:"ISES FRO'1 THIS COf%INED LOCA STEAN CONDENSATION LOAD.

CONPARING BUILDING RESPO;"lSES FRON THE NEW CO.'IPiI".lED LOAD TO THE Cnf,BI."lED BUILDIilG REs~n.lSES FROf1 THE DESIGN C.

O,

.0'.3D CHUG" ING LO'ADS,e f