ML17138B197

Submerged Structure Tests

ML17138B197
Person / Time
Site:	Susquehanna
Issue date:	02/28/1980
From:	Abrahamson G, Hashemi A SRI INTERNATIONAL
To:
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 8004080667
Download: ML17138B197 (22)

Text

SSES SUBMERGED STRUCTURE TESTS A. Hashemi G. R. Abrahamson S R I International Presented to NRC

Bethesda, MD 28 February 1980 800.4080667

08 ELECTIVES PRIMARY 1.

1Vleasure Submerged Structure Loads and Response U~der Simulated SRV Air Charing.

'I SECONDARY 2.

Verify Theoretical Transposition of Karistein Air Clearing Loads to SSES.

3.

Obtain Data with Two interacting Bubbies for Comparison with Theory.

OUTLINE Characteristi'cs of Air Charinj Bubbles in Karlstein Tes'ts.

Development of Bubble Source to Simulate SRV Air Clearing.

Bubble Calibration Tests at Karlstein SSES Tests.

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Bubble Locations Pool ln:stru mentation Single Bubble Tests o

Double 8ubble Tests

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MP-5881-108

I.OCA SURNERGED STRUCTURES OA S FOR HATER CLEARING LOADS,

!AE ARE FOLLOHI.'lG LEAD PLA'3T APPROACH)

(LA SALLE DAR)

MILL BE D ISCUSS I NG BOTH LOCA AIR BUBBLE CHARG ING LOADS AllD STEAN COilDEiPSATION LOADS APPROACH'SED FOR.STEAf1 CO."IDEskSAT ION LOADS l'II LL USE. A SOURCE DEFI!DITION AS Iil-PUT FIi)AL DEFI,'lITIQN OF SOURCE STILL OPEN

puRposE 1.

INDICATETHE SSES UNIQUE SUBMERGED STRUCTURE LOADCALCULATlONPROCEDURES 2.

SHOINt THATTHE SSES UNIQUE PROCEDURES PROVIDE A MEtHOD CONSISTENT WITH OTHER MKII CALClJLATIONPROCEDURES 3.

DEM6NSTRATE THE SIMILARITYOF THE OVERALLSSES CALCLJLATIONPROCEDURES TO THE MK II SUBMERGED STRUCTURE PROGRAM

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STRUCTURE INFORMATION:

. NODAUZATION&

NODE LOCATION FDACING FUNC-TIbN:

, FLONf FIELD CALCULATIONS:

(IWEGS/MARS-SS)

IIl maaa4hemwmmw STRUCTURE INFORMATION:

STRUCTURE CHARACTERISTICS mmkammmmmmsammmmm mmmwmmaaq l

SSES UNIQUE I

INTERFERENCE EFFECTS ON ACCELERATION ANDVELOCITY HYDRO-DYNAMIC LOAD COEF FICIENTS AND FACTORS TIME.DEPENDENT LOAD CALCULATION

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SUBMERGED STRUCTURE LOAD

y STEAN CONDENSATION LOADS CHUGGING S00ACE NK Il TAsK A<16 IWEGS/NARS (NK II TAsK A.16)

SUPPRESSION POOL HOUNDARY LOADS

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CION SOURCE NK II TAsK Ai17 CHUGGING SOU(ICE ANALYTICALR CODE NODIF I CATIONS IWEGS/NARS-SS SUPPRESSION POOL FLOW FIELDS

CeO, SOURCE

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STRUCTURE INFORMATION:

INPUT:

'I. STRUCTURE DIAMETER

2. STRUCTURE LOCATION

3. STRUCTURE ORIENTATION OUTPUTS

1. NODALIZATIOMOF THE STRUCTURE Ar ART

2. NODE LOCATIONS ARE 1 STRUCTURE DIAM REFERESICES:

(NUBEG-0487)

1. LEAD PLANT RESPONSE TO THE MRC CRITERIA

2. GEMEAIC RESPONSE TO THE NRC CRITERIA,TASK C.16

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Foecmle Fuwcmow gocn, n <a sussex):

INPUT

'I. QUALI'tATIVEBASIS

a. CATION, ET AL

b. SONiN, ETAL

c. 4T TRST DATA

d. EPRI 'I/13.3 SCALE SINGLE CELL TESTS

e. EPRI 'I/13.3 S.GALE 3D-TESTS

2. QUANTITATIVEBASIS

a. 4T TCST DATA(INCLUDINGRECENT 4TCO TESTS)

b. EPRI 'll13.3 SCALE SINGLE CELL TESTS

c. EPRI 'I/'13.3 SCALE 3D-TESTS

FORCING rumcrlotu (LOCAA<R Bus<<8 +ODt~

OUTPUT:

LOCAAIR BUBBLE SOURCE, BOUNDING FOR THE PLANT PARAMEfERS IN THE SSES CONTAINMENT(THE SOURCE IS GIVEN.lnl{L3/T2) FOR INPUT INTO IWEGS/MARS.SS)

REFERENCES:

1. NEDE-'l8468P

2. EPRI-SlhlGLE CELLTESTS (DRAFT REPORTI

3. EPRI-NP'-441

. 4. SONlNp ET AL S. CATIOiu, ETAL

FLow ~~al.n cALcuLAv~ows:

4NPUT:

NODE LOCATION 2.

FORCING FUNCTION IN THE FORM PF A SOURCE (DIFFERENT FOR EACH PHENOMENON)

OUTPUT:

TIMEDEPENDENT COMPONENTS OF THE ACCELERATION ANDVELOCITYVECTORS (RADIAIAZIMUTHAI&AXIAU USING IWSGS/MARS-SS. (IWEGS/MARS-SS IS THE SAME CODE USEb TO CALCULATETHE MARK-IICHUGGING, BOUNDARIf LOADS; BUT MODIFIEDTO CALCULATETHE FLOW FIEl.bS IN THE POOL INSTEAD OF BOUNDARY PRESSURES.

THE ANALYTICALSOLUTION REMAINS UNCHANGED)

2. ALLSOURCES (87 VENTS) ARE APPLIED IN PHASE

REFERENCES:

1. MARK-IICHUGGING PROGRAM (TASK A.15)

OUTPUT:

'I. STRUCTlJRE DIAMETER 2.

STRUCTlJRE ORIENTATION 3.

SYRUCTLIRE CROSS. SECTION IEG. CIRCUlAR,BOX, I-BEAM) 4.

STRUCTURE (SEGMENT) LENGTH S.

SURRQLINDING STRUCTURES'OCATION, SIZE, AND ORIENTATION

FORCING FUNCTION (CHUG'GING) l INPUT:

1s 0T TEST DATA 2,

GKff-EIN'SSES PROFVrETZRV'7 TEST-VaTa 3s OTCO TEST DATA fs GE BOUNDING CRITERIA J

OUTPUTS CHUGGING SOURCE>

BOUNDING FOR SSES PARAMETERS (THE SOURCE Is GrvEN rN (L3/T2)

F~R INPUT IN~O IMEGS/NARS-SS).

REFERENCEl NARK II TASK A 16 GKN-I IN REPORT

FORCING FUNCTION (CONDENSATION OSCILLATION)l INPUTt la 0T TEST. DATA 2

t.E GLTESX. DATA 5e 6KN-I IN (SSES PROPRIETARY)

TEST DATA 0e GE BOUNDING CRITERIA OUTPUTS Csae SOURCE>

BOUNDING FOR SSES PARAMETERS (THE SOURCE IS. GIVEN IN (L /T2)

FOR INPUT INTO I>IEGS/NARS-SS)

REFERENCEl NARK II TASK As17 GKN-IIN REPORT

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