ML18017A252
| ML18017A252 | |
| Person / Time | |
|---|---|
| Site: | Susquehanna  |
| Issue date: | 06/11/1981 |
| From: | Curtis N PENNSYLVANIA POWER & LIGHT CO. |
| To: | Schwencer A Office of Nuclear Reactor Regulation |
| References | |
| PLA-808, NUDOCS 8106120299 | |
| Download: ML18017A252 (275) | |
Text
REGULATuMINFDRNATIOu DISTRIBUTION . TE l (RIDS)
ACCESSION NBR:8106120299 DOC ~ DATE: 81/06/11 NOTARIZED: NO DOCKET ¹ FACIL:50"387 Susquehanna Steam Fl ectric Station, Unit 1, Pennsyl va A 50-388 susquehanna Steam Electric Stationi Unit 2F Pennsylv A UTH ~ N A >'A F AUTHOR AFF IL IATIO~
CURTIS F N.vl. Pennsylvania Po~er > Light Co.
RE C I P . 9 A'4E REC IP I EN r AFFILIATION SCHylENCERFAA ~ Licensinq Branch 2
SUBJECT:
Forwards resoonse to SER Outstanding Issue 11 'alve accelerations from oipina analyses during Phase reaualification activity wi)l be calculated by 811231.
DISTRIBUrION CODE: R001$ 'COPIES PECEIYEO:LTR J EiuCL / SIZE: P~
TITLE. PSAR/FSAR AHDTS and Related Corresoondence AVOTES: Send IP E 3 coni es F SAR 8 a l 1 amends, 1 cy.'8'i R "LRG PEi(L. RIB) 05000387 Send ICE 3 co@i es FSAR 8 al l amends.1 cy'.R'~R-I RG PM(L.RIB) 0500038'ECIPIENT CORTES RECIPIENT COPTES I3 CODE/NABLE LTrR ENCL ID CODE/NA~~E LrTR EuCL ACTION: A/J LICEuSNG 1 0 L IC PR ¹? PC 1 0 LIC BR ¹2 LA 0 STARKFR ~ Oa 1 1 INTERNAL ACC ID EYAL rOR26 AUX SY$ RR 27 1 1 CONT SYS BR 09 CHE~ EuG BR CO~E PERF BR 11 10 EFF TR SYS BR12 1, 1 1 1
E'EERG PREP 22 EHRG PRP DEY 35 1 1 E "RG PR~ L IC 36 EQUIP AUAI BR13 FE'lA-REP DIV 39 GEOSC IENCES 28 2 2 HUUl FACT ENG 40 HYD/GEO BR 30 2 2 IWC SYS BP 16 ICE 06 3 3 LIC GUID OR 35 LIC QUAL OR 32 1 1 1 I
~'A l L ENG HR L'IECH E'4G BR 1R 1 1 A4'P A NRC PDP 02 l 1 OELD OP L IC BR 3¹ r PO~ER SYS BR 19 >ROC/TST REV 20 ,1 1 C'A OR 21 QAD ASSESS BR22 1 1 REAC SYS AR 23 01 1 1 SIT A>>AL BR ENG BRZ5 1 1 EXTERNAL: ACRS g 1 16 16 LPDR 03 1 1
'AA'S IC 05 1 1 JUN 18 1981 g3 57 TOTAL NURSER OF COF?ES REUUlREO: LTTR Pd ENCL Pg
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TWO NORTH NINTH STREET, ALLENTOWN, PA. 18101 PHONEr (215) 770 ~ 5151
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NORMAN W. CURTis JU"i 1 1 i98I ~ f ~/
Vice President-Engineering 3 Construction-Nuclear 3 '-
trrsr art'EAR "N4LATCRY, 770 538 I I
June 11, 1981 Mr. A. Schwencer, Chief Docket Nos. 50-387 Licensing Branch No. 2 50-388 Division of Licensing U.S. Nuclear Regulatory Commission Washington, D.C. 20555 SUS(UEHANNA STEAM ELECTRIC STATION SER OUTSTANIDING ISSUE NO. 11 ER 100450 FILE 841-2 PLA-808
Dear Mr. Schwencer:
Attached is a response to SER Outstanding Issue No. 11. The following items which remain open for this task and the excepted completion dates are:
- 1. Provide 4 page S(RT forms on previously qualified equipment during the Phase 3 requalification activity. 12/31/81
- 2. Calculate valve accelerations from piping analyses during the Phase 3 requalification activity. 12/31/81
- 3. Copy of telecon documentation to BNL resolving (1) the RHR pump/motor overstress in the holddown bolts and the top motor bearing, and (2) the RCIC pump-top motor bearing overstress. 6/15/81
- 4. Copy of telecon documentation to BNL resolving G level calculations on the recirculation discharge and suction gate valve. 6/17/81
- 5. Provide four page SgRT forms during completion of Phase 2 seismic qual i fication act.i vi ty. 7/17/81 Very truly yours,
,>c $d r.'.
I /
M. Curtis Vice President-Engineering and Construction-Nuclear cc: R. M. Stark PENNSYLVANIA POWER 8 LIGHT COIrtPANY 0 S't:3
IT hK Ski'ite Audit Bechtel Power Corporation Paqe 2 II. P.O. 4J-03A:
Bechtel to evaluate worst case of Field Mounted Electronic Pressure Transmitter tubing configuration.
Response
which shows t'.
Attachment "-'4 is a Calculation Package No. 58-J03A-2 the frequency of the most critical manifold suppo=ts is greater than 80 Hz. Since the field mounted configuration is in the rigid range for both seismic and hydrodynamic loads, the test results satisfactory qualify the equipment for se'smic and hydrodynamic loads.
III. P-16A-3:
- 1. List valve accelerations frcm piping stress analysis.
- 2. Identify where on valve, ZPA or peak, by analysis or test, load combinations and location.
Response: Attachment 55 is the results page frcm stress calculations No. 919 & 929 which contains the maximum "g" load. Mesc are the only two calculations involving gear operated butterfly valves. '. 1he value is the peak value given by program ME-101 at the CG of the valve upper structure.
The load combinations are SSE + LOCA + SRV cabined by SRSS. The industry is revising the LOCA loads slightly ard these calculations w'll be redone using the new RRS to verify that the "g" loading remains within allocable. Lhe revised calculations also will incorporate support stiffness and final as-built pipe and support information.
IV. MSIV Blower:
- 1. Provide analysis of the frame and response spectra.
Response: Attachm nt C6 includes the Calculation Package No. 28E-65 which provides the analysis of the frame. Tne package st Calculation Sheet Nos. 28E-65-19 and 28E-65-20 of the that the frequency is in the rigid range for both seismic and hydrodynamic loads (greater .than 80 Hz). 'this enables the usage of the flcor spectra for the qualificaticn of the equipment. The equipment is located on walls of the reactor building at elevations 724 and 734. The following floor spectra which is closest to the locations of the equipment from Specification 8856~24, Rev. 1 should be used.
. (1) East-Nest BE 9-1,-2,-3 &-4 (2) North-South BN 8-1,-2,-3 &-4 (3) Vertical BV 8-1,-2,-3 &-4 these spectra are included in Attachnent 07.
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NP25/15-2
NRC SQRT Site Audit Bechtel Power Corporation Pace 3 V'. Fatigue:
For BOP equipnent qualified by analysis, the stresses due to SRV load which is related to fatigue were found to be mall in comparison with the allowable stress. F .i".e, the equipment qualification is not fatigue controlled. For example, the analysis of unit coolers located in the .
drywell, which is one of the critical equipment most severely affected by the SRV load, indicate that the combined stresses due to sustained operation loads and the SRV load in the most stressed members are in the range of 6 to 14 ksi. 'Ihese are within the endurance limit stress (at 106 cycles) of the material based on the ASME Section III, Appendix I criteria (Figure I-9-1).
For equipnent qualified by testing, the fatigue effects are considered by repetition of the tests ahd by extended'duration (30.to 60 minutes) testing for selected pieces of critical equipnent. We input motions for the extended duration tests are such that the generated test response spectra envelope the SRV spectra. Tne test results show that the equipnent performed its intended function during and after the tests. 'this indicates that fatigue due to SRV loading is not a problem.
J Based on these evaluations, we are confident that fatigue on BOP equipnent due to SRV loads is not a concern.
VI. Generic BOP:
- 1. Provides list of completely )everything except Phase IV of
'alves) qualified items as of March 20, 1981.
- 2. Provide list of other items.
- 3. Schedule for 95%, ccmpletion.
- 4. SQRT forms for 95%,.
Response: Attachments .NSF 9 & 10 provides the desired information for items 1, 2 6 3 above. SQRT forms will be provided as the equipnent are qualified.
Very truly yours, E. B. Poser Project Engineer Written Response Req'd: No Design Document Changes:
No'HS~cgs WP25/15-3, Attachments: (1) Attachment gl through N10 (2) ~le Report No. 57577-1 (Bechtel Vendor Print No. 8856-E403-8-3)
i Page No. 488 Report No. 57577-1 Ag<wcH ~ENT '-t I sht. I fl
. ~ DAMPING VAL'4" DBT~INKTIONS Damping values are determined by the .'P5420A Digital Signal Analyzer from inertance (g's/lb) data. The system software calculates damping within an ope ator-selected bancwidth that is set to encomoass the peak of interest. A digital readout displays the peak fre-uency and percent damp'ng value.
Damping values were determined from measurements f'r modal frecuencies which were suf iciently separated "rom othe"s. The following tabulation shows the values of damping which vere used to arrive at an overall effective damping value for the structure of 5% of critical damping.
In-Situ Measured Damping Values Por Front-to-Back Modes 1A202 Cabinet Frequency: 23 Hz 37 Hz 50 Hz t
Measurement lFB/10FB 7. 4% 5.8%
llPB/10FB - ~
5.2S .6. 2%
2PB/lOFB 3.5%* 4.6% 5.8%
- Low response mode - difficult to obtain accu ate damping:
1A204 Cabinet Frequency: 45 Hz Measurement,
'1FB/16F B 4.6%
17FB/16i B 5 ~ 0'h NOTE: Peak freauencies with sufficient separation from significant nearby values were used for damping determinations.
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Page No. 4S7 Report No. 57577-1 HP5420A DIGITAL SIGNAL ANALYZER MEASUREMENTS Measurements performed with the h>5420A Digital Signal Analyzer a e verified by a process which includes (1) technical evaluations performed by Wyle staff, (2),extensive training and experience in the use of the analyze",
Laboratories'esearch and (3) calibration metnods traceable to the NBS.
The cET analyzer was obtained originally to support research projects and an extensive investigation into its operational processes was performed. The investigation. was required to fully understand the measurement results such that they could be used with assurance in the reseazch wo k. Known test cases were generated to verify operation during this investigation.
Rctensive expe"ience and expertise have been accumulated by the research, staff in the operation of the analyzer during the initial investigation and in the two years of technical program support. Members of the staff have attended courses and seminars to gain additional technical knowledge related to the instrument's capabilities.
The use of experienced, technically competent research personnel is considered to be an especially'mportant part of measu"ement programs.
',The ~nalyzer is calibrated at 6-month intervals in Hyle's Calibration Lab using voltage and frequency parameters traceable to the NBS. Calibrations are also
'pe formed if repairs are required or data is suspect.
An additional self-test feature is built into the analyzer wh'ch verifies that the analyzer functions are operating properly. The self-test is performed as standard procedu e before taking measu"ements.
I Measurements are -pe formed using signal inputs from force transducers and accel-ezometezs which are calibrated against standards traceable to the NBS. The trans-duce"s are rugged and have s able calibration values with respect to environmental conditions encountered during use.
II The combination of factors outlined above results in the accu ate recording of measurements with the least possible risk of error.
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Sheet 1 of 2 ATTACPIWT C3 STATUS REPORT: Action items resulting from combined load testing of 4.16kV switchgear ATS 8856-E-403 P.O. E-109C-2 ANOMALY NO. 1
Description:
Both door latches broke during Test Run 419 (performed to qualify the door to the in-coming feeder section).
Action Plan: N stinghouse has been requested to supply heavy duty latches.
Delivery of latches is being expedited. Only ane door in each line up will be modified to include the new latches.
MONDAY NO. 2
Description:
Contact bounce on the auxiliary relays was reported.
I Action Plan: Relays will be replaced with a new type which will be qualified for the ccmbined loads.
ANChfALY hQ. 3
Description:
One of the three overcurrent relay's was recorded to have contact bounce. Semndly, the same relay required higher pickup and dr'opout currents to operate.
Action Plan: The contact bounce does not affect the functional operation of'the breaker. However, to assure breaker perforrrance during relay contact bounce the circuit wiring is being revised. A failure mode analysis is presently being .
d by ISG to determine the probable cause for trip- 'perform current change. Upon ccapletion of this analysis, further action will be determined.
AV3l%T.Y NO. 4 D scription: Contact bounce was recorded on the breaker mounted contact devices.
Action Plan: Nestinghouse has been requested to supply contact devices with longer contact elements.
KK)MALYNO. 5
Description:
%he secondary output voltage of the potential transformer dropped to zero.
WP25/15-4
W Sheet 2 of 2 Act'on Plan: De iciency has been attributed to the metallic clips which mate with the PT stab-in contacts.
1 Westinghouse has been requested to furnish a stronger clip of'new design. Bechtel is expediting ccmbined load testing and qualification of the new clips.
MQISLy NO. 5
Description:
Minor damage reported on the arc chutes, and in addition, loosening of attachm nt screws.
Action Plan: 'The ancxnalies report~ do not affect the functional operation of the circuit breaker. No further action is anticipated.
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<.q sy ><,~
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=,
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ll 9 la<
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P~-20766 Rev. (6/76) 6D49 (5/76)
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.DFT=-RMIWE. PREQUEL( Mi &NPR77 P'lldD &PI'.tQQ QQgS7~P DP SgPPPPj IE & V5 5x,= 50 = Z,S.K ~Q~
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WSIam=(>O,I,"X,IS~S+S)(I2.- Se.-t, H~E I 04 vJT PP'LDG@~ 'LDD +
Tt>T,un= ZD0+ bO = Zt.t)+
'TI7T MWb. = ZbD((52 LV.'iZ.) =
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41 CQSS Zl
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= CI+Xo,-l~~g jlz.
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<- P.'i'/+E EX Crise., paz zoo-, cps- s)
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encl'o<9
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ORIGINATOR DATE 1 ~ CKECKED DATE PROJECT JOS NO.
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0 R IG I N ATOR DATE CHECKED ~ DATE OJECT JOB NO, SUBJECT' SHEET NO'h~a e~i~ueSS ~ <AIJ~~P,@- g~q Ig ~g tvlAL, 7E~D~(POLY = g,6 g g~
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C WEC~ WA./ ~usmc h/ Av'Ch'CFp cora 7-a 7E/I/~reve Av oW W~r 8'-'(5'-A-m arv rrrr/Cpm m~ Wo. vs: ma'am r vitro rg =
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FREQUENCY-CPS FlN.QPL2 Acceleration Strectre for HIHOLBLIl f.oed Cew: tusquchanra SSE E-'e Bay 749'-]"
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0
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good f;ore. cLusquehonna ftfocfo Qlrectfon ONrnplog: 0.095, D.01,0.02,0.05
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E-112 ESW & RHR Pump Motors J-03A Field Mounted Electronic Pressure Transmitters J-31 Annubar Fleet Elements M-ll ESP Pumps RHR Suction Water Pumps M-30 Diesel Generator Equipnent (78 cca~nents) except:
Jack Water Heater (CES 7)
Lube Oil Heater (CES -13) 6" & 2" Pipe (CES 16)
Governor Actuator (CES 14)
Generator Rotor-Stator (CES-39)
Overspeed Trip (CES&5)
M-.55 Top Head Support Steel M-58 Diesel Oil Transfer Pumps M-87-2 Hycbxgen Reccmbiner Pcwer Supply M-151 Supression Pool Suction Strainers M-164 CRD Vent Valve Platform M-192 Spent Fuel Racks M-308-2 Vane Axial Fans, Diesel Generator Building N-308-3 Vane Axial Fans, ESSW Pumphouse M-308-4 Vane Axial Fans, ESSW Pumphouse M-362 SGTS Centrifugal Fans P -17B Air Operated Testable Check Valves, 900 5 P-18A Gear Operated Gate Valves, 150 4 P-31 Air Operated Butterfly Valves, 150 0 H-43/29
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SUS UEHNiNA STEAN ELECTRIC STATIOi)
EIIRST A IF CAFICII AF PIPE IID IE ACE EE Pipe mounted valves which are essential to safety can hav either a passive or an active function. Passive valves require only assurance of pressure integrity to qualify to SqRT require-ments. Activ valves, on the other hand, require assurance of operability which often depends on test data for qualification to SgRT requirements. Examples of GE's approach to qualifying both types of valves are described below.
PASSIVE VALVE (Recirc Suction Valve B31-F023)
The Susquehanna recirculation gate valves were modeled as
'a part of the recirculation piping. system. The valves were modeled as nodal points connected by piping elements of stiff-ness comparable to those of the valves. Each valve was modeled as three nodal points-one at the CG of the valve body, one at the body-bonnet flange, and one at the CG of the extended mass (i.e., the actuator, yoke, and stem). The accelerations at the CG of the extended mass, as" derived from the piping analysis, were compared to the required ASfiE code calculations which analyze stresses in the valve body crotch, body bonnet joint, bolting material and yoke bending moments. These calculations show a favorable .margin over the accelerations identified by the piping analysis and are of themselves very conservative by nature. The valve is therefore qualified for the expected loads and service required.
ACTIVE VALVE (SRY B21-F013)
TheSusquehanna safety relief valves were analyzed as part of'he main steam piping system. The SRV's were modeled as node points connected with piping elements of stiffness comparable to the stiffness of the valves. The input accelerations at the inlet flange of each valve were calculated and recorded in the piping stress 'report. These acceleration values were compared with the ZPA measured during dynamic testing performed on test valves. The test acceleration values were based on accelerometers mounted on the shake table to which the SRV inlet flange was attached. Hence the comparison is valid, i.e., acceleration values are compared at the same point of the valve. If the test 'acceleration values bound the calcuTated (required) values, and the test was successful, then the valve is qualified.
QIP
~ ORLE I SUS UEHANNA STEAM ELECTRIC STATION S RT UALIFICATION STATUS OF ESSENTIAL MECHANICAL E UIPMENT MARCH'20; 1981 MECHANICAL ITEMS MPL NO. IIUALIFIEU RE(EUALIFY Safety. Relief Valve 821F 013 MSIV 821F 022/F028 Data required from vendor Flow Element 821N051/52/53/54 Recirc Pump Motor 831C001 Gate Valve 831F023 Gate Valves 831F031/32 Operability deflection analysis required HCU C120001 CRD Valves C12 F009/10/11 Operability deflection analysis required SLC Storage Tank C41A001 SLC Accumulator C41A003 Stress analysis required SLC Pump C41C001 SLC Explosive Valve C41F 004 RHR Heat Exchanger E118001 RHR Pump EllC002 Flow Orifice Assembly E11N 012/N 014 LPCS Pump 8 Motor E21C001 Flow Orifice Assembly E21N002 MSIV Heater E328001 Test required MSIV Blower E32C001/C002 HPCI Pump E41C001 HPCI Turbine E41C002 Test required Flow Orifice Assembly E41N007 X RCIC Pump E51C001 X RCIC Turbine E51C 002 Analysis of lube oil piping required Flow Orifice Assembly E51N001 Fuel Prep Machine F18E001 General Purpose Grapple F18E011 Dryer 5 Separator Sling F19E008 Head Strong Back F19 E009 O'I/ll: csc/199J1
II ABLE SUS UEHANNA STEAM ELECTRIC STATION (Q
~
S RT UALIFICATION STATUS OF ESSENTIAL CONTROL ROOM PANELS MARCH 20,'1981 PANEL CONTROL ROOM PANELS IIPL NO. gUALIFIED RE(EUALIFY Reactor Core Cooling BB H12-P601 Power Range Monitoring Cabinet H12-P608 Test required - PRM 328X105AG (MPL C51-K605)
RPS Div. 1 and 2 Logic VB H12-P609 RPS Div. 2 and 3. Logic VB . H12-P611 NSSS Temperature Recorder VB H12-P614 Feedwater 8 Recirc Instrument Panel H12-P612 NSSS Process Instrument Panel H12-P613 Div. 1 RHR/HPCI Relay VB H12" P617 Div. 2 RHR/HPCI Relay VB H12" P618 ADS Ch .A Relay VB H12-P628 MISIV Leakage Control Div. 2 VB - H12-P654 HPCI Relay VB H12-P620 RCIC Relay VB H12-P621 Inboard Valve Relay Board H12-P622 Outboard Valve Relay VB H12-P623 Div 1 CS Relay VB H12-P626 Div 2 CS Relay VB H12-PG27 ADS Ch B Relay VB H12-P631 MSIV Leakage Control Div. 1 VB H12-P655 Radiation Monitoring Instrument Panel A H12-PGOG Radiation Monitoring Instrument Panel B H12-P633 Operating BB H12-P600 Termination Cabinets H12-P700 Series Plant Operation Benchboard H12-P853 Test required - switch 272A8005/0006 (MPL HS-XXXX)
Unit Services BB H12-P1870 RMH: csc/199J3
SUS UEKANHA STEAN EL. TRIG STATION S RT UALIFICATION STATUS OF ESSENTIAL SHIP LOOSE I
SH PP I HG GROUP DEVI CF S.
MARCH.20, 1981 SHIP LOOSE DEVICES HPL Ho. gURLIFIEU" ~RE UALIFY Condensing Chamber 821-0002 Condensing Chamber 821-D004AB Condensing Chamber 821-DOO6AD Condensing Chamber 821-D007AD Condensing- Chamber 821-DOOOAD Condensing Chamber 821-0009AD Temperature Element Bzl-Hooi4 Temperature Element 821-N010AD Temperature Element Bzl-H014AD Pressure Switch 821-N015AD Temperature Element 821- H016AD Temperature Element 821-HQ17 Vacuum Switch 821-N056AD Temperature Element 821-N064 Differential Pressure Transmi tter 831-H014CD Temperature Element 831-H023AB Di f ferential: Pressure Transmitter 831 H024AB Level Switch Clz-N013AD Level Switch C12-H013EF Temperature Switch C41-N003 Test required Pressure Transmitter C41-H004 X Pressure Indicator C41-R003 X Valve, Guide Tube C51- J004AE X-Pressure Switch C72-H003AD X Pressure Switch C72-NOOSAD X Limit Switch C72-HO06AD X Limit Switch C72-HOOSAD X Level Transmitter Ell-NOOOAO X Temperature Element Ell-H009AD X Differential Pressure Transmi tter Ell-N013 X Differential Pressure Transmitter . Ell-H015A X Differential Pressure Transmitter Ell-H0158 X Switch Ell-H021AB X Pressure Switch Ell-HOZ2AB X R>tH: csc/199J5
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- ~ e y 'e f
ualification Summar of E vi nt HPL: B31-F023 Rev. 1 I, Plant Name: Susquehanna ~T)e: 5/19/81
- l. Ut'ility. Pennsylvania Power 5 Light Co.
- 2. NSSS: GE 3. A/E: Bechtel BMR 4 MK II I I. ~C
- 3. Yendor: L'unkenheimer
- 4. If the component is a cabi net or panel, name and model No. of the devices included:
- 5. -
Physical Description a. Appearance 28X24X28 Motor Operated Gate Yalve
- b. Dimensions 133 3/8" (Height), 65" (Length)
- c. Heigh+ Dry - 10,820 lbs. Met - 12 251'bs.
- 6. Loca:ion: Building: Primar Containment Elevation: 708 ft.
- 7. Field Mounting Conditions i3 Bolt (Mo. , Size )
- 8. a. System in which located: Reactor Recirculation S stem Open close service for the recirculation b F I 10 apl
- c. Is the equipment required for [ J Hot Standby [X3 Cold Shutdown .
[ g Both [ 3 Neither
- 9. Pertinent Reference Design Specifications: Purchase S ec GE 21A1840 Rev-2 12/80
III. Is Equipment Available for Inspectiori in the Plant: [X] Yes No IY. Equipment gualification Hethod:
- [ I Test [X] Analysis [ ] Coabination of Test end Analysis gualification. Report~: Design Calculations **
(No., Title and Date)
Company that Prepared Report: Lunkenheimer Corpany that Reviewed Report: General Electric V. Vibration Input:
- 1. Loads considered: a. [] Seismic only
- b. [ ] Hydrodynamic only
- c. [X] Conhination of (a) and (b)
- 2. Hethod of Corbining RRS: [ ] Absolute Sum [X] SRSS []
- 3. Required Response Spectra (attach the graphs): N/A
[X] Yes [] No If yes, describe loads considered and how they were treated in overall qualification program: Valve fatigue requirements of ASHE Section III Paragraph NB-3545.3 and cyclic loading conditions of Paraqraph NB-3550 were,satisfied.
~NOTE: If more than one report- conplete items IY thru YII for each report.
12/80
- " Augmented by G.E. calculations based on ASNE Section III contained in Design Record File.
k Y
~ II I 4 r
HPL 2A
~~
'II.
Is Equipment Available for Inspection &inw &&the
&&&% ~ &% W 'A a' w & '% '% ww Plant: [X] Yes IY. Equipment
~ hW &W% W&W~~W4 gvalification Method:
[ 3 Test [X3 Analysis [ 3 Coabinat<on of Test and Analysis gual i f i cat i on Report~: WWA&A&%WW~W&&&&&&a piping Analysi s &~w~w&&MMO (Ho., Title and Date) 22A5693,94, and 95 (3 volumes)
Company that Prepared Report: M%General & ~Electric
&& ~
W W '% % % 'W W & W W W W &&
/
Corpany that, Reviewed Report: General Electric V. Vibration Input:
- 1. Loads considered: a. [ 3 Seismic only
- b. [ ] Hydrodynamic only
- c. f.X) Coot)ination of (a) and (b)
- 2. Method of Combining RRS: [] Absolute Sum [X) SRSS [3 goKFier, spec>ty) 3~ Required Response Spectra (attach the graphs):
F/B 6.4 Y j. TE
- 6. Mere fatigue effects or other vibration loads considered7
[Xg Yes [ 7 No If yes, describe loads considered and how they were treated in overall qualification program: 'V&W4 Annulus& \a Pressurization, Condensation, Oscilla-tion, Chugging, Safety Relief Valve Loads.
D'HOTE: If more than one report conplete items IY thru YII for each report.
12/80
ago HPL. 831-F023 e If Qualificat1on by Test, then Complete>>:
ran om 1 [ 1 Single Frequenqr [] Nultt-Frequenqr: e$ ne beat
))
- 2. [ 3 Single Axis [ 3 Hulti-Axis
- 4. Frequency Range:
S. Natural Frequencies in Each Direction (Side/S1de, Front/Back, Vertical):
S/S 0
- 6. Method of Determining Natural Frequencies
[ 3 Lab Test [ ) In-Situ Test [ 3 Analysis
[ g No
- 8. Input g-level Test: OBE S/5 F/B
- SSE S/S %
F/B i
- 9. Laboratory Hounting:
- l. [ 3 Bolt (No., Size ) [ 3 r Held (Length ) [ 3
- 10. Functional operability verified: [ ) Yes [ 3 No [ g Not Applicable ll. Test Results including mdifications made:
- 12. Other test perforfn d (such as aging or fragility test, including results):
<<Note: If qualification by a conbination of test and analysis al o complete Item YII.
l2/80 .'
I
~'
aPe HPL: B31-F023 VII. tt Qualtf<cat<on.by Anatya1a, then complete:
- 1. Hethod of Analysis:
\
) 3 Static Analysis [ 3 Equivalent Static Analysis
[X3 Dynamic Analysis: [ 3 Tine-History [X3 Response Spectrum
- 2. Natural Frequencies in Each Direction (Side/Side, Front/Back, Vertical):
S/S ~, 46 Hz F/B ea 46 Hz V ~ 46 Hz
- 3. Hodel Type: [X3 3D [32D [31D CX3 Finite Element [ 3 Beam. [ 3 Closed Form Solution
- 4. [X3 Co@ uter Codes: ~'\%&
. ANSi 7p7 IW&~&~ &~~IW&W&&&&&&&'A&&WI '%~~WW&W&~W~I<<~&&A Frequency Range and No. of modes considered: 7 6p H~ 4g <<g<<
[ 3 Hand Calculations
- 5. Hethod of Co&ining Dynamic Responses: [ 3 Abso'.Jte Sum [X3 SRSS
[ ] Other:
gspeciTy)
- 7. Support Considerations in 'the mdel: Snubbers, handlers, strusts, welded ends..
- 8. Critical Structural Elements:
Governing Load or Response Seismi c Total Stress A. Identification Locati'on Combination Stress Stress Allowable See Attached Table 22-A Haximm Allowable Deflecti on B. Hax. Critical to Assure Functional Opera-Deflection Location bility Not required. Equipment is passive.
12/80
TABLE 2 -A (FROM REFERENCE 3)
PIPE YiOUNTED EQUIPMENT - SUCTION GATE VALVE HIGHEST LOADING SUGARY - SRSS SUS(UEHAHNA RECIRCULATION LOOP 8 a
Highest Governing Calculated Allowable Generfc Identfffcatfon of Equfpment Item Evaluated Load Lfmi ts Ratio Comb No.* Wfth Nf hest Loads Accel era t f on Horf zontal iR*6 4 g 19.37 g 0.33 Operator Vertical 1.18 g $ .O g 0.3 Operator
- Generfc combfnatfons l through 9 are evaluated.
- From analyses of required response spectra contained in references 6-9.
4 a iai! !a.0 i'
DECEHB=R 12. 1970 S ECA02 ~I~
GOBE 3; 1CSH
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- 15. .ER"ENTFG BAOFI . VEO 2.0 PER"BNTF, OAHPlN3 15 ERC:-NTRC BBOAO N=O F 5.0 PER"ENTF. OAHP(NG 3000 15 'EACENTAGI BROAO.NEj CQ I
CD 2000 CA Z
w 1000 0
10 10 10 2 FREQUENCY ( HZ ) T e.oxto -'wrtssre (FROM REFERENCE 6)
C I T'
SUSQUEHRNNR-HGBIZ-EQ-SSE CBRCKEO DECEMBER 12'978 3000
~L SIECA02 ~la F GUBE l3. 1 7H GO N OEL - SEQH C N OAL P 1NT 67 2500 15 EBCANTAG. BBOA :NEO
+ 1.0 PLACENTA E OAH ING 15 'EBCENTAGI OBDA :.NEO a 2.0 PEBCANTA E OAHP ING
~ 2000 SBCI34IEK A 5.0 PEBCENTA( OAHP ING 15 'EBCENTAGI BBOAD NED rl Cl m
1500 1000 CC
'LI 500 0
10 o 10 10 >
SCKts FBEQUENC'f ( HZ ) OSEO Y S.OX>O -'alt TSi>lI PL (FROM REFERENCE 6)
V t
SUSQUEiRNNR-VEPT-E%"SE-JN"RQC<EC OECEMB=R lE. 1978 3000 g ECAQ2 exIII F GOBE 3. ICGV GO H DEL 'i=QVSL N DAL P I HT 17 2500 1S ER:ANTFG BRGH .HEO
+ 1.0 PERCENTA E DAMPING ER"ENTFG BROAD.HEO 2.( PER"ANTF. E DAMPING ci 2000 F S. PER"ENTF OAMPIN~
IS 'EHCE4TAGI BROAD NE3 Ql I,
1500 M EJ7 1000 CC CC LU I.LI 500 10 o 10 i 10. 2 SCA.ES FREQUENCY ( HZ ) nsEn r s.oxto -'wltszlv (FROM REFERENCE 6)
'L 8
)
i '~3U:-9RHNR- V=PT-:- -"=iE- "RR"<=C OECEMS=R 1Ei 19'78 1200 cia +i -"CAD"- +me FIGuAE 3. 1CBV M07EL - S=OVSC NG3AL F 1'lT 17 1000 15 EB"At<TF.G BAOF.l 'lED 1.( PElCE NTA = OAY PlG ti5 'EA"EHTFC 0AOF.D 'lED
- 2. FEB" AtlTF, E DAHF fN~
cc 800 FEIR:Eti TF DAtkF 1ND Tl
'EFCE'1TAG BROAD NE7 P1 U7 600 I L
FJ 400 I I CC .
C: II I
I I
200 I
I a 0 10 10 10 2 SCA.ES FREQUENCY ( HZ ) USEO T 2.0KIO IlNITS/IH (FROM REFERENCE 6)
4.4 l
".)U5QUEHANNA-AP-BLAH-MOB-X
- ~
SEPTEHI3EA 13 1979
<<~: .")I ECfI02:~-.~:<<
I II'llflE I (3. Ilt 00 II)I:I.- HPI-l(ll 0 IOAUENI Nls Bf TIO: 0.
4000 lfill~I BFZJ hl:IIL JI I.I BE BFXN IJUBD
)DllL P( INT Gl (A O.S Pl:.OCENT I flNP IN I 1.0 PERCENT I fNPING CJ 2.0 PLI/CENT I fINPIN S.O PI;[SCENT I fNP I NG 3000 Tl R7 Dl
~l 2000 cr.
rI-lcl
'I-i 1000 (0
C.I:
0 10 o 10 I 10 2 SCALES FREQUFNCY ( HZ ) USED T 0. OX 10 I Qll TS/IN (FROM REFERENCE 7)
SUSQUEHRNNR-Rl'-BERN-HGR-X SEPTEMBER 18. 1979 xx S[ ECRO2 GUAE 0. 2H GO IEL: APHG fl3RDENI NG Bf T 10: a.
mn. HIE LBI 1600 WORL P Gl (A a.s PERCENT RHP IN I.a PE CENT RNP IN CE NT ANP IN S.O NT l RMP ING
~ 1200 Tl A
m 800 C)
G:
Q:
400 CC 0
10 o 10 i 10 2 SCALES f=BEQUENCY ( HZ ) USED 2X I 0 1QI I TS/lH (FROM REFERENCE 7)
PL 5
SEPTEH8ER 18'979 300 xa Sf ECR02 saw F GURE Q. 3f.f GO OFL: APMol 8 IOADENI NG R TIO- 0. S 250 )Qll~ IEM-DAL P INT G7 (A 0.5 PERCENT RMP IN
- C RCENT RHP IN Cl 2.0 Pt BCENT RHP IN 200 ll C)
Pl I
150
~pp 50 ca p
10 o 10 i SEES ppEguENCY ( HZ ) USED g 5:DXlo WITS~t" PL 5 (FROM REFERENCE 7)
SUSQUEHANNA ENVELOPED SPECTRA MRY 01'980 ECR04 ~~~
Fl AE N 2 OH Gl LO 0 CRS I R TMM RI S V DI ECTIO I R RIZO TR
'GOO 0 MA iS POI T:
(A 1.0 PERCENT AMP
~ w I 2.0 PERCENT ( RHP N O 3.0 PERCENT AMP N CC 300 I
,200 100 0
10 o 10 10 >
SNLES FREQUENCY ( HZ ) USEO
' O.OX I 0 ~UNITS/IN PL 1 (FROt/i REFERENCE 8)
I ~ %
i200 (.I I[ II I + p ~
I:I iUAI. tlI I.'IV (if I. I'I 11 ) I. ( I' (IHI I rA III If C111)f VI tl I I lf 1000 &III)El()f:1 ILt ('~f ~JR ILB HA is pal( I
'1 1.0 P(:AEENT I IAMPINC Pf.D(:I:Nl' IAMPING C) .0 Pl.HLI:NT I iAOPING 800 600 L100 CC CC LLI LLI (Z
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~USQUEI IANNA ENVELOI'EO 5PECTRA RPB IL 26 I'.)00 ECnOif *.
Fl iUBE N 2( OV GI LO 10 CR51 A.'. YMHE 1Bll Sl V Ol )CCTIOn : vr nlC L QOO 110 C.M .J3: KCr Hf1 )S PGI 17 1.,0 PEBCENT IBHPIN 2.0 f'LBfENI 1 fhHPIN C) 3.0 PEBCI:NT I flHP INC G.
300 200 100 0
10 o 10 10 >
SEES FREQUENCY ( HZ ) USED T 8.0xlO ~llltTS/IN (FRON REFERENCE 8)
PL 1
~ I F
I ll i I
SUSQUOinNNn ENVE~ uVL'n .)PLCTRn BPrtIL 25. 1900 t . xr.. f F.CflOIt w..s:+
Ft iUBE N( 5i Gt LQ 10 Cf~St A'NTthNE roti UG hatt G AT 20. 25. ANl 30 ttz 1600 ~BOt ll:CT IO tfU1F Hfl i~ P(31 ot/0
.r.
G7 Tfll KB (A 1.0 PERCENt IANPIN 2.0 PERCENT I ANPING C) 3.0 PERCENT IIAHPIN Z
CL
~ 1200 x:
800 D
I Cl:
CC IJJ LLI F00 CL 0
10 0 10 I. 10 2 SCALFS FREQUENCY ( HZ ) USCO Z 3.2XIO UNITS/III (FROtt REFEREttCE 9)
PL 1
0 4
"USQUEHANNA ENVELGPED SPECTRA APRIL 22 1900 Sf ECfl0<l ~~<
FI iURE N( OV GI LO 0 CAS NHE1 IC CHl UG' AT 20. 25. AND 30 HZ Ol lFCT IO OTIC L
)QQEMJ 800 iS POI 17 1.0 PERCENT )ANP IN 2.0 PERCENr I flHP IN Cl 3.0 PERCENT 1 flHP IN CC GOO
~ O00
')
10 o 10 i 10 >
SCALES FREQUENCY ( HZ') nsen v l.expo -'wtlsilv (FROM REFERENCE 9)
PL I
0
~'
SUSQUEHANNA ENYELGPEO SPECTRA APRIL 23. 15""0
~i S ECAOq ~*~
Fl VBE N SI OV GI LO 0 CAB A THH. Bl C) VG I G AT 20. 25'N 30 HZ Dl KCT IO TIC L 800 10ilEHlJ I S Pal) I7 1.0 PERCENT REPIN 2.0 PERCENT AMP I N 3.0 PERCE 600
~
)
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0 10 o -10 ~
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5Vl.H FREQUENCY ( HZ ) us c r >.expo -:wtTsns (FROM REFERENCE 9)
5/19/81 ualification Sugar of E ui ent HPL: Ell C002 I. Pl ant Name: Susquehanna ~Tie:
- 1. Utility: Penns 1 vania Power E Lioht Co. PMR
- 2. NSSS: GE 3. A/E: Bechtel B'hR 4 thK II it. ~C,.<<,.: I R I /
- 1. Scope: l.X3 NSSS I 3 BDP 5K6356XC1DA
- 2. Model Number: 34-APKD-4 Stage-S/N 0573308/ Quantity: . 4 3 Vendor: Ingersoll Rand Comoany/General Electric Motor Plant
- 4. If the component is a cabi net or panel, name and model No. of the devices included: N/A physical Description a. Appearance Vertical pump/motor, connected steel cylinders
- b. Dimensions Dia. 70 in., Lenoth (includin nozzles G motor 325 in.
- c. Height ~8,810 flooded, with motor
- 6. Loca.ion: Building: Reactor Buildino Elevation: 649 ft.
- 7. Fie!d Mounting Conditions [ ] Bolt (Mo. 12, Size!-7/8)
[3
- 8. a. , System in which located Residual Heat Removal System is oumo provioes pressurize water i or ECCS
- b. Functional
Description:
system functions and suppression pool coolinQ.
- c. Is the equipment required for t. 3 Hot Standby I 3 Cold Shutdown t:g Both t. ] Neither
- 9. Pertinent Reference Design Specifications: Design Report No.
21A92430N Purchase Data Sheet Soecification No. 21A9369AZ.
12/80
4
)
~ 4 e
APL: Ell-C002 III. Is Equipment Available for Inspection in the Plant: [X] Yes [) No IY. Equipment Qualification Hethod:
-- [ 3 Test [ 3 Analysis [X3 Conbination of Test and Analysis gualif ication Report*: VPF 33O7-43 (Ho., Title and Date) DRF fl2 43 Qgp'gpgyg~ggg ~g~Q<g Cottpany that Prepared Report: Ingersoll Rand Company CorPany that Reviewed RePort: General flgctgig V. Vibration Input:
- 1. Loads considered: a. [ 3 Seismic'only
- b. [ 3 Hydrognamic only
- c. [9 Combination of (a) and (b)
- To satisfy operabil=ity
- 2. Method of Combining RRS: [Q Absolute Sum 3 SRSS [ 3 goKFier, spec>Ty)
- 3. Required Response Spectra (attach the graphs): Seismic 5 hydrodynamic graphs are .
atta'ched.
- 5. .Required Acceleration in Each Direction: [ 3 ZPA [ 3 Other
)FPFfeFI11I'8IIs(afNcQ)mn((aulQ)s yk)r575f~rmpffep (oparti cul ar (spec> Tyg SSE S/S ~"
- 6. Mere fatigJe effects or other vibration loads considered?
[0 Yes [ 3 No If yes, describe loads considered and how they were treated in overall qualification program: The cyclic loadinn nature of the upsy'yp'V and OBE seismic loads was qualitat>vety considered. The number of stress cycles over the plant life results in an AStlf Code alternating stress allowggjg (+$
that ss nigher than stresses estimated't stress concentrations. Vibration, disolacements from pump operation are measured to b'0 less titan H~gggg~
Institute ~tandaras; t%ereWore, $ >ah cycle vibration stresses are low and would not lead to pump failure.
<<NOTE: If more than one report complete items IY thru VII for each report.
12/80
3 YI. If Qualification by Test, then Complete<<: **
N A random
- 1. f 3 Single Frequency [ 3 Multi-Frequency: [ 3 sine beat I3
- 2. E 3 Single Axis f 3 Multi-Axis
~sperry)
- 4. Frequency Range:
S. Natural Frequencies in Each Direction (Side/Side, Front/Back, Ver ical):
S/S ~
- 6. Method of Determining Natural Frequencies t, 3 Lab Test [ 3 In-Situ Test [ 3 Analysis
- 8. Input g-level Test: OBE S/S F/B ~
SSE S/S ~ F/B aa 9.. Laboratory Mounting:
- l. [ g Bolt (No., Size ) [] geld (Length ) [ 3 10r Functional operability verified: [] Yea I. 3 No [] Not App'licable ll. Test Results including nodifications made:
- 12. Other test.perforaad (such as aging or fragility test, including results}:
<<Note: If qualification by a corrbination of test and analysis also co((rblete
!tern VII.
referred to vendor performance
'*Test and operability testing, not seismic testing.
12/80,
MPL: Ell-C002 Yll. If qualification by Analysis, then coen'lete:
Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis
[X] Dynamic Analysis: [ ] Time-History [ ] Response Spectrum
- 2. Natural Frequencies in Each Direction (Side/Side, Front/Back, Vertical):
S15 ~ 12 hz F/B ~ 13 hz Yes 70hz
,3. Model Type: [X] 3D [] 2D []ID
[X] Finite Element [X] Beam [] Closed Form Solution
- 4. [X] Corputer Codes: SAP-":G07~ FLTFG01 Frequency Range and No. of modes considered: 1 hz to 168 hz '21 modes)
[] Hand Calculations
- 5. Method of Combining Dynamic Responses: [ ] Abs"'.ute Sum [ ] SPSS "Response to input 3 orthogonal directions.
combined 5RSS. and responSes due to individual
[ ] Other:
- modes combined SRSS, with closely spaced modes combined accdhBNIh 4d Reo.Guide 1.92.
- 7. Support Considerations in the aodel: Bolted on flexible foundation.
- 8. Crit ical Structural Elements:
Governing Load or Response Seismic Total Stress A. Identif i cation Locati on Combinati on Stress Stress Al 1 owabl e o flotor Mounting Bolts Static + Dynamic Loads 5,200 30,000 o Suction Barrel Shell Static + Dynamic Loads 14,500 32,400 Add'.tional stress values provided on attached table naximm Allowable uef lect i on B. Ma x. t Cri i ca 1 to Assure Functional Opera-Def1 ecti on Location bility Gale. Allow.
o Displacement Evaluation ~Dis . Disc.
28 Relative horizontal displacement between
~
~
imoeller
- 29. Relative and bowl horizontal disp acement.between shaft and mechanical seal
- 30. Relative vertical displacement etween s a t S+f(+OYN
+N+DYi)
+!i+
.00162
. 00 .. . 0150 Ol
.010 .
and mechanical seal Re ative vertical isp acement etween irst +t)+ I . 1 .0 0
=
sta e im eller and bowl
~
SERE 4
RiW RRR 0 ~ o 0
f OCIIfAIIL LfVIRID 4U.
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ualification Sumar of E ui ment MPL: E41- C001 .
'Rev. 1 Plant Name: Susquehanna ~T )e: 5/19/81 Utility ~ Pennsyl vani a Power 5 Li ght PN!
- 2. NSSS: GE 3. A/E: Bechtel B'gR 4 MK II
~C: .
i it C
- 3. Vendor: Byron Jackson Pumo Division
- 4. If the component is a cabinet or panel, name and model No. of the devices included: N/A
- 5. Physical Descrip.ion a. Appearance 2 pumos on base w/gearbox
- b. Dimensions Length 16 ft. 3/4", Height 4-1/2 ft, k!idth 4 ft. 1 in.
- c. Height Total weiaht 16.310 lbs.
- 6. Loca'.ion: Building: Peactor Bldo.
Eleva+ion. 645'on basement) 1-1/4-"
- 7. Field Mounting Conditions LZ] Bolt (Ho. 8 , 5ize t: 3
- 8. a. System in which located: "igh Pressure Coolant Injection System ngecxs coo sng wa er >n o e reac or at hip F'unctional Description Pressure for small breaks which do not result in depressur>zation oT the pressure vessels.
- c. Is the equipment required for [] Hot Standby [ 3 Cold Shutdown",
[] Both Neither
- g. Pertinent Reference Design Specifications: Purchase SPec. Ho. 21A92-'3 12/80
4 t
K
MPL: E4l-COOl 2
III. Is Equipment Available for Inspection in the Plant: [Xl Yes [ g No IV. Equipment Qualification Method:
[ 3 Test [X3 Analysis [ 3 Corbination of Test and Analysis Qualification Report'. VPF 3076-267-l k
(No., Title and Date) PRP gag-Q4 @goggggn~HPQ~Png+~g. 5 Gear Box. 8049 Coo@any that Prepared Report: Byron Jacj;son Pump Division, Borg Marner Corpany that Reviewed Report: General Electric Y. Yibration Input:
- 1. Loads consi dered: a. [ 3 Seismic only
- b. [ 3 Hydrodynamic only
- c. [X3 Coohination of (a) and (b)
- 2. Method of Combining RRS: [ 3 Absolute Sum [ 3 SRSS [ 3
- 3. Rqi R Sp (<<h h g pt Seismic 8 hy$ 9N)fihm38 rh@)nse
- 5. Required Acceleration in Each Direction:* [ 3 ZPA [ ] Other S/S ~ F/B ~ Y ~
- 6. Mere fatigue effects or other vibration loads considered?
[ )g Yes ' 3 No If yes, describe loads considered and how they were treated in overall qualification program: The cyclic loadina nature of the upset~as~(RV and OSE seismic loads was qualifaGveiy consi"dered. The number of stress cycles over the olan life results in an ASME Code alternating stress allgwg+aQ5.)
Gian is higher" 67an stresses estimated at stress concentrations. Yibration .
displacements from pump operation are measured to" be less than i~Qr~i c Wns~iuRe~andaros:. therefore, high cycle vibration stresses are low and would not lead to pump failure.
~NOTE: If'ore than one report cooqlete items IY thru YII for each report.
12/80
- Since response soectrum analysis was performed, any particular acceleration value was not used. Therefore, refer to attached curve values.
I';
%4 V & t ~
3 MPL: E41-C001 YI.- If qualification by Test, then Complete*: N/A l.' [ 3 random
] Single, Frequency [ 3 Multi-Frequency': [ 3 sine beat
[3
- 2. [ g Single Axis [ 3 Mul t i -Axis
- 4. Frequency Range:
S. Natural Frequencies in Each Direction (Side/Side, Front/Back, Vertical):
S/S 0
- 6. Method of. Determining Natural Frequencies
[ 3 Lab Test [ ) In-Situ Test [ ] Analysis
'3No
- l. [ ]'Bolt (No., Size ) '[ ) geld (Length ) [ 3
- 10. Functional operability verified: [ 3 Yes [ 3 No [ 3 No: Applicable
- 11. Test Res~its including modifications made:
- 12. Other t'est'perfor[().d (such as aging or fragility test, including results):
e,
<<Note: If qualification by a combination of test and analysis also complete
!tern YII.
12/80 .
tt' N 'I
~ t d
I It l ~
NPL: E41-COQ1 VII. if iioalification by Analysis, then comn1ete:
Nethod of Analysis:
[ 3 Static Analysis [ 3 Equivalent Static Analysis
[X] Dynamic Analysis: [ 3 Time-History [X] Response Spectrum
- 2. Natural Frequencies in Each Direction (Side/Side, Front/Back, Vertical):
1st mode 12.4 hz 2nd mode 21.4 hz 3rd mode 22.0 hz
- 3. Nodel Type: [X] 3D [ 32D [] ZD
[X3 Finite Element [ ] Beam [ 3 Closed Form Solution 4~ [X] Cotrputer Codes: SAP/6 (Used by Byron Jackson)
Frequency Range and No. of modes considered: 1 hz to 317 hz +59 modes)
[] Hand Calculations
- 5. Ne+hod of Corbining Dynamic Responses: [ ] Abs"'.ute Sum [] SPSS
'X3 Other: *
'tspeciTy)
ing etween pump ana 385HA777 Rev. 0 oeaestars
- 7. Support Considerations in the mrde"l.included in the finite element model.
bilityty Foundation assumed rigid.
- 8. Critical Structural Elements:
Representative critical locations shown on the attached tables.
Governing Load or Response Sei smi c Total Stress A. Identi f i ca.ion Location Combination Stress Stress Allowable Maxi rrUm Allowable Def lect i on B. Nax. Critical to.Assure Functional Opera-
. Deflection Location
-
- Response to input from 3 orthogonal directions combined SRSS, and resoonses due to individual modes combined SRSS, with closely spaced modes combined according to Reg. Guide 1.92.
12/80
TABLE 5.1 STH:"SS ANALYSES SUl<tABY STH" SS LPflT CALCU+T+~ STH" ~S' NOTES (usi ) si)
Main Pump Hold Dovn 7,000 Equation 5.1 1 2,16 Bolt 'Stress Booster Pump Hold Do~w 7,000 Equation 5.2 1,2,16 Bolt Stress Main, Pump Tape." Pin 20,000 Equation 5.3 1,3,4 Shear Stress Booster Pump Taper Pin 20,000 Equation 5.4 1,3,4 Shear Stress Byoass Pipe Stress 15,000 8,297 5,6,17 Bearing Oil inlet Pipe Stress 1/2" Sch. 160 12,000 3,267 6,7,18 3/4" Sch. 160 21,600 19,016 6,7,8,10,18 1" Sch. 160 21,600 17 j 523 6,7,8,10,18 1- /4" S h. 160 12,000 6,772 6,7,18 Bearin~ Oil Outlet Pipe Stress 1/2" Sch. 160 12,000 3,168 6,7,18 2-1/2" Sch. 40 12,000 1,876 6,7,18 3 Sch. 40 12,000 3>795 6,7,18 Pu~ Seal Flush 12,000 10,099 6,7,18 Pipe Stress Main Pump Shaft 17,500 15,126 Stress Booster Pump Sha.t 17.,500 6,930 9,18 Stress Main Pump Pedestal 12,600 8,666 6;11,17 Stress Booster Pump Pedestal 12,600 10,414 6,11,17 Stress
TABL" 5.1 STR&S ANALYSIS SP'AERY- (Continued)
STRESS LAIT CAIZUMTED STRESS (Dsi) Ds1 Main Pump Mounting Foot Stress 21,000 psi 19,918 Booste" PunD Mounting Foot Stress 21,000 ysi 15, 870 Sha."t Bearing Loads M~t PR:SSU.".= LD~aT CALCULATE M~M PRESSURE (Dsi ) (Dsi)
Main Pmp Journal 70.7 Bearings LOAD LLUT CALCULATED LOAD (lbs) lbs )
Booster Pu .D Ball ls,600 1,282 Bearings
h TABLE 5.2 D" t ORYinTIOii AiiALYSIS SPi" ~uiRY DISPLACB~b7/ CALCULATED ROT. LI'MZT DTSPLACbKrT/ROT 'JOT "S Shaft Deflection at .008 in. .0044 in. 1,3 Main Pu~p Wear Ring Clearance Shaft Deflection at .009 in. .0086 in. '1)3 Booster Pu=p Wear Ri.ng Clearance Coupling bet~'een Turbine and Hain Pu~
Shaft Offset Misalign ent .083 in. .Ol94 in. 2/3 Shaf Angler flisalign'ent 23 min. 2 2 Itin 2.3 Coupling be -een Main
~p and Gee" Shaft Of.set Misalignment .083 in. 0240 in. 2.3 Shaft AngvQ.ar Misalign~ent 23 Zan ~ 3+7 loin+ 2/3 Coupling be - een Gear and Boos er Pv=p Shaft Offset Misaligr~ent .043 in. .0237 in. 2p3 Shaft Angular Misalign ent 23 Kine 4.3 min. 2 Q3
NOTES TO STRESS Sl,gnat'qY
- l. The stress for this component has been derived in terms of unknovn nozzle loads. The stress level must be calculated using the actual noz"le loads and shovn to be less than the stress limit.
- 2. Material ASTM A-307 GR B; Code Allovable St'ress S ~ 7,000 psi (Re'erence 7)
- .3. Material ASTM A-193 GR B7; Code Allovable Stress S = 25,000 psi {Reference 7)
- 4. For pure shear the stress limit is 0.8 x S (Reference 7)
- 5. Material ASTN A-l06 GR B; Code Allovable Stress 1
S = 15,000 psi (Reference 7)
- 6. he calculated s.r ss for this component is the maximum princinle stress based on SS"- seismic plus dead veight plus normal operation
,loads plus the effects of maxi um nozzle loads.
(See Calculations in Appendix)
- 7. Materia'S'M A-106 GR A; Code Allovable Stress S = 12,000 psi (Reference 7)
- 8. The calculated stress in this part of the bearing oil piping includes a high seismic bending stress. In this case the design limits for 4
class 2 piping are used (Reference 11,7).
0 .< 1.2S (Upset Condi ion)
CJ < 1.8S (Emergency Condi ion)
- 9. Material ASTM A-276 410 H"'; Code ~~avable Stress S ~ 17,500 psi (Reference 7)
- 10. The Bearing oil inlet piping rests on the base plate. Hence, the dead veight loads vere substracted from the seismic. loads for the vertical direction. (See Appendix) 5-s
- 11. Material ASSAI A-36; Code Allovable Stress S = 12,600 psi (Reference 7)
- 12. The mean pressure limit i's based on the current practice for plain cylindrical Journal bearings in centrifugal pu"ps.
(See reference 13 page 8-159)
- 13. The load limit shavn is the basic static load rating for the tyne ball bearing used.
- 14. Haterial AS%i A-23.6 Grade rfCB; Code Allovable Stress S = 17,500 x 0.8 (Casting quality factor) = 14,000 psi The design limits for ective class 2 pumps are used. (Reference ll) c < 1.0 S cs
'm
+ a. < 1.5 S p
- 16. In the case of the pu=p hold dovn bolts, the seismic and operating loads have used up a maJor portion of the allovable stress limit and thus leave little allovance for nozzle loads (See equation 5.1 and 5.2). The allovable nozzle loads could be increased if the hold dovn bolt material vas changed to ASTM A-193 GR.B7 vhich has an allovable stress of 25,000 psi.
17.. The maximum effect of nozzle loads on this comoonent vas determined from the upper limit on nozzle loads set by equations 5.1 thru 5."
using a 25,000 psi hold dovn bolt allovable stress.
- 18. The effects of nozzle loads on this component vere negligible.
- l. The displacement limit is equal to one half the diametral clearance at the ~ear ring.
- 2. The shaft ends are free vithin the floating coupling misalign-ment capacity. The limits shown are approximately one fourth the inisalignment capacity to accommodate initial< alignment errors and to allo~ for movement of the driving and driven equipment. (reference')
- 3. The calculated deformation is due to SSE seismic plus Dead
+eight plus he effects of maximum nozzle loads.
(See note l7 page 5-6)
ALLYkBL" NO"..'W LOADS The nozzle loads are limited by the folloving equations:
~ain Pump Hold Dove Bolt Stress: Zouation 5.1 <<
a (p i) o702 102 FXS 37 F YS
' ZS
+ '0015 MXS + '00537 "YS MY + '00065 ZS
+ .773 F + .757 F + .734 F
+ .0251
~ + .0185 Y~ + .0112 NZD < 7000 o (psi) = 3076 + .768 FXS + .988 FYS + 423 FZS
+ .0263 MXS + .019 MYS
+ .0221 MZS
+ 077 F~ + .044 FYD + 079 "
ZD
+ .00223 + .0001 ~M30 + ~ 00039 ~MZ0 7000
~MX0
" See note 16 page 5-6
Main ~p Taper Pin Shear Stress: Eauation 5.3
~ (psi) = 17481 + .143 FXS. + .005 FYS + .016 FZS
+ " + 789 MYS '
+ 1 306 F~ + .006 FYD + ~ 802 FZD
+ .00024 MXD + .02255 MYD + .00013 H < 20,000
~ Sooo Booster Purp Taper Pin Shear Stress: Eauation 5.4' (psi) ='072 + 1.585 ."~c + 015 FYS + .850 FZS
+ 00049 H + 0329 + 00029
~
MYS ~
"ZS
+ .318 FXD + ~ 004 FYD + .255 FZD
+ .00007 M~ + .02535 + .00025 < 20'000 MYD MZD g7 Qoc)
Wher e:
FXS
= Absolute value of the force (lbs) exerted on the suc.ion nozzle of the booster pmp in the X direction.
FYS
= Absolute value of the force'lbs) exerted on the suction nozzle of the booster pu p in the Y direction.
FZS
= Absolute value of the force (lbs) exerted on the suction nozzle of the booster pump in the Z direction.
M S
= Absolute value of the moment (in-lbs) exerted on the suction nozzle of the booster pump about the X axis.
suction nozzle of the booster pump about the Y axis.
MZS Absolu.e value of the moment ( in-lbs ) exerted on the suction nozzle of the booster pump about the Z axis ~
F~ = Absolute value of the force (lbs) exerted on the discharge nozzle of the mein pump ir. the X direction.
FYD
= Absolute value of the force (lbs) exerted on the discharge nozzle of the main pump in the Y direction.
FZD Absolute value of the fo. ce ( lbs ) exerted, on the discharge nozzle of the main pu p in the Z direction.
i! = Absolute value oi'he nonent (in-ib) exerted on the discharge
~
nozzle of the main pu~ about the X axis.
MYD
= Abso'ute,value of the moment (in-lb) exerted on the discharge nozzle of the main pump about the Y axis.
M~ = Absolute value of the moment (in-lb) exerted on the discharge nozzle of the ~in pump about the Z axis.
Ax s Direction Horizonta'ara'el to Shaft Y, Vertical Horizontal Perpendicular to Shaft 5- l 2.
GENERAL ELECTRIC CO.
Nuc'leer Enerpy Business Group ENGlNEERING CALCULATlQN SHEET V+ i- NPY.I- DATE SUBJECT HPCI Pum QY v a 'L 0 s ~ C QAA AA 2.C C.
~.ISA<
IGC ASG.S 200 Ab0
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kucloer Foergy Busioeee Group ENGlNEERlNG CALCULATlONSHEET wC 45 t-'. / N N4 DATE SHEET OF BY
~BE 44 tf SE H. C u s4 v 0 < c c
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GENERAL ELECTRIC CO.
Nucloer Enerpy Business Group ENGINEERING CALCULATIONSHEET 0NUMBER DATE SUBJECT BY tE C i': u t fl 0 HE C C
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Rev. 1 5/19/81 ualification Sugar of E ui ent HPL: E51-C001 I. Pl ant Name; Susquehanna ~T)e
- l. Utility:Pennsylvania Power 5 Light
'MR
- 2. NSSS: 3. A/E: Bechtel BMR 4 MK II
~C
) ) ) )i ')R C)
- 1. Scope: [ X3 NSSS [ 3 BOr
- 2. Model Number: (size 8 t oe' 6x6xlo-1 2 cp) Quantity: 1 3 Itendor: Bingham Mi 1 1 amette Pump Company
- 4. If the component is a cabinet or panel, name and model No. of the devices included: N A x xl0-1/2 cp. 4 stage)
- 5. Physical Description a. Appearance Horizonta ate
- b. Dimensions Length 62-1/2 in Hei ht 45 in Midth 47 in.
- c. Weight Pumo and base w i
- 6. Location: Building: Reactor Bld .
Elevation: 645
- 7. Field Mounting Conditions (Q Bolt (Mo. S . Size~i-1 B)
Meld (Length )
[3
- 8. a. System in which located: Reactor Core Isolation Coolino S stem
- b. Functional
Description:
In ects co in Fo
- c. Is the equipment required for [X3 Hot Standby [ 3 Cold Shutdown Both [ 3 Neither
- 9. Pertinent Reference Design Specifications: Purchase S No. 21A9243AC 12/80
V MPL: E51-C001 III. Is Equipment Available for Inspection in the Plant: [Q Yes I ) No IV. Equipment t}uglification Method:
L 3 Test f9 Analysis L 3 Conhination of Test and Analysis gualification Report*: VPF 3059-20-3 (No., Title and Date) DRF E51-72, Susouehanna RCTC New Loads Anal., 8040 Cotrpany that Prepared Report: Binqham Nil lamette Co.
Corpany that Reviewed Report: General El ectric I
V. Vibrati on Input:
- 1. Loads considered: a. f. ] Seismic only
- b. 1 3 Hydrodynamic only
- c. [X) Conbination of (a) and (b)
- 2. Method of Corrbining RRS: LX3 Absolute Sum f 3 SRSS L 3 goUier, spec>7yj Required Response Spectra (attach the graphs): See attached response spectra curves.
4, Darping Corresponding to RRS: OBE SSE 2~
- 5. Required Acceleration in Each Direction: [ 3 ZPA f 3 Other **
OBE S/S ~ F/B ~ V c SSE S/S N- j~~ F/B
- 5. Mere fati gue effects or other vibration loads considered?
Dc',3 Yes 5 l No If yes, describe loads considered and how they were treated in overall qualification program: The cyclic loading nature of the upset case SRV and OBE seismic loads was quali CZCT'HTQ consTGerect. The numBer oF stress cycTes over the plant life results in an ASME Code alternating stress allowabl+e S )
tPZC fS'~glTEP iMT MH'FIFE eH7maCei at stress concentrations. Vsbraiion displacements from pump operation are measured to be less than Hydraulic Tft'N,"fTFt'E .~iaMaWifS', tlTFPFT'NV, niggi cycTe vivat>on stresses are Tow and would not lead to pump failure.
~NOTE: If more than one report corrplete items IV thru VII for each report.
- Value of 1.5 times the peak of the combined response spectra. 12/BO
3 HPL: E51-C001 VI. If qualification by Test, then Complete*: N/A
- 1. [ 3 Single Frequency
[ 3 random
[ 3 Multi-Frequency: [ 3 sine beat
[
[3 0
- 2. 3 Single Axis [ 3 Multi-Axis
<spec> ty)
Frequency Range:
- 5. Natural Frequencies in Each Direction (Side/Side, Front/Back, Vertical):
S/S R F/B ~ V a
- 6. Method of Determining Natural Frequencies
[ 3 Lab Test [ 3 In-Situ Test [ 3 Analysis
[ 3 No
- 9. Laboratory Mounting:
- l. [ 3 Bolt (No'., Size ) [ 3-Meld (Length ) [ 3
- 10. Functional 'operability verified: [ 3 Yes [ 3 No [ 3 Not Applicable ll. Test Results including modifications made:
- 12. Other test perforated (such as aging or fragility test, including results):
<<Note: If qualification by a coabination of test and analysis also cooqlete Item VII.
12/80 .'
MPL: E51-C001 y[<. tf gal]fication by Analysts, then complete:
- 1. Method of Analysis:
[X3 Static Analysis [ 3 Equivalent Static Analysis
[ 3 Dynamic Analysis: [ 3 Time-History [ 3 Response Spectrum
- 2. Natural Frequencies in Each Direction (Side/Side, Front/Back, Vertical):
S1S not available F/8 not avail able got gv~i3AQ~
- 3. Model Type: [X3 3D .[32D [ 3 1D
[ 3 Finite Elem nt [ 3 Beam [X3 Closed Form Solution
- 4. [ 3 Corrputer Codes:
Frequency Range and No. of modes considered:
[X 3 Hand Calculations
- 5. Method of Corrbining Dynamic Responses: [ 3 Abso'.ute Sum [X3 SRSS
[ 3 Other:
gspecfTy'j
- 7. Support Considerations in the rrodel: Bolting between pump and pedestal snciuBe8 7oundation treated as rigid.
- 8. Critical Structural Elements:
Governing Load
- or Response Sei smi c Total Stress A. Identifi cation Location Combination Stress Stress Al 1 owabl e Base bolts mishear) 8 hydrodynamic 4,975 osi 10,800 psi Base bolts (tension) 8,593 psi 21,600 psi Pump bolts (tension) 13,088 osi 32,400 psi Pumo Taper Pin (shear)
Yaxi snm A'Ilona9 e DeRe~cPi an B. Max. Critical to Assure Functional Opera-Defi ecti on Location bility Pump and internal comoonents rigid. Deflection information not representative of ooerability.
- The stress values shown here were calculated using 1.215 horizontal and .57 vertical dynamic loads.
12/80
J GENERAL ELECTRIC CO.
hlucleer Enerpy Business Group ENGINEERING CALCULATIONSHEET UMBER f I ~PM SUBJECT BY SHEET OF tf 0 i s e 0 ~ c c I Dr P J ~ r w
/HAP.iz c ~VaL 9CC o3 5 5Q (09 000 eXb 0
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5 'lo 50 HEbG $ 7 (1/so)
GENERAL ELECTRIC CO.
Nueher Enerpy Business Group ENGlNEERlNG CALCULATlONSHEET BER wCu,- t.A DATE BY SHEE'l OF UBJECT 5P,V V 0 w C t 0'4 t; C
(~o.-,-. oa-,Si
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GENERAL ELECTRIC CO.
Nucleer Energy Business Group ENGiNEERiNG CALCULATlONSHEET u< DATE SUBJECT t It V9 BY SHEET OF 0 tr o vez c'gF 350 C OF }ZC:Fg-,C,.
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Pev.l 5/19/81 ualificat ion Sugar of E ui ent >1PL: E21-C001 I. Pl ant Name: Susquehanna ~Tie:
- l. Utility: Pennsylvania Power 5 Light Phr.
- 2. KSSS: GE 3. A/E: Bechtel BMR 4 $ 1K II
~C: . 5, /l
- l. Scope: [ X3 KSSS . I 3 BDP 5K6338XC76A
- 2. Nodel Number: 25APKD-6 Sta e- S/H 10782 Quantity:
- 3. Vendor: Ingersoll Rand Comoanv General Electric !< r P n+
- 4. !f the componen. is a cabinet or panel, name and model Ko. of the devices included: N/A
- 5. Physical Description a. AppearanceVertical puno/motor
- b. Dimensions ia 46 in., Lenoth (includino nozzles t'otor) 250 in.
- c. Meight 15,915 flooded, with motor
- 6. Loca.ion: Building: Reactor Bui ldinq Elevation: 649 ft. (on basemat)
- 7. Field Mounting Conditions [ ) Bolt (No. 12, Size 1' )
I3
- 8. a. System in which located: C<<e SPray System
- b. Functional
Description:
This PumP Provides pressurized water for
'ECCS System functions.
- c. Is the equipment required for t. g Hot Standby t; 3 Cold Shutdown'.".
- t. 3 Both Neither
- 9. Pertinent Reference Design Specifications: Design Report Ho. 21A92430::
Purchase Data Sheet Specification No. 21A9369AY 12/80
MPL: E21C00l III. Is Equipment Available for Inspection in the Plant: [X] Yes [3 Ho IY. Equipment Qual ifi cat i on Method:
--[ g Test [ 1 Analys1s [X3 Corrbination of Test and Analysis Qualification Report*: yPF 3308-67-2 (No., T1tle and Date) DRF E21-27. Susquehanna Core Sor~a Pump, 7933 Corrpany that Prepared Report: Ingersoll
&WWW&&&W Rand Company Corpany that Reviewed Report: General Electric V. Yibrat 1 on Input:
- 1. Loads considered: a. [ 3 Seismic only
- b. [ ) Hydrodynamic only
- c. [Q Combination of (a) and (b)
- To satisfy operability concerns.
O. 2. Method of Combining RRS: [ X3 Absolute Sum [ 3 SRSS (o.Fier, specify)
- 3. Required Response Spectra (attach the graphs.): eismic and nydronynamic load response soectra curves are attached.
- 6. Mere fatigue effects or other vibrat1on loads considered2
[9 Yes [3No If yes, describe loads considered and how they were treated 1n overall qualification program: The ~cclic loadin~ pat.~g qf ~~ ~r~qt c~so spy and OBE seismic loads was qualitatively considered. The number of stress cycles over the plant life results in an AS!1E Cod~~1~~~~~~~~~ ~l.~~~>~ <<)
disoYacements from pump ooeration are measured to be less than Hydraulic Institute Standards: therefore~ hi oh qy~l~i~tian.~tz~~<~~'~
wou1d not lead to pump failure.
~ ~
'nd
<<NOTE: .If more than one report complete items IY thru VII for each report.
l 2/80
- Since response spectrum analysis was oerformed, one particular acceleration value was not used. Therefore, refer to attached curve values.
3 MPL: E21-C001 YI. If gualification by Test, then Complete': N/A
[ 3 random
- l. [ ) Single Frequency [ 3 Multi-Frequency: [ 3 sine beat
- 2. [ ] Single Axis
[3
[ 3 Multi-Axis
- 3. No. of qua i f i cat i on Tests:
- 4. Frequency Range:
- 5. Natural Frequencies- in Each Direction (Side/Side, Front/Back, Yertical):
S/S ~ F/B ~
- 6. Method of Determining Natural Frequencies
[) Lab Test [ 3 In-Situ Test [ 3 Analys~s
[3No
- l. [ ] Bolt (No., Size ) [ 3 Weld (Length ) [ 3
- 10. Functional operability verified: [) Yes [ ) No [) Not Applicable
- 11. Test Results including modifications made:
- 12. Other test perform d (such as aging or fragility test, .including results):
<<Note: If qualification by a corbination'of test and analysis also complete Item VI I ~
- Test referred to vendor performance and operability testing, not seismic testing. 12/80 .'P
4 I no t1PL: E21-C001 yti. >g qua]i<ication by Analysis, then complete:
- 1. Nethod of Analysis:
[ 3 Static Analysis [ 3 Equivalent Static Analysis
[X3 Dynamic Analysis: [ 3 Time-History [X3 Response Spectrum
- 2. Natural Frequencies in Each Direction (Side/Side, Front/Back, Ver:ical):
SlS ~ 12.5 hz F/B ec 12.7 hz V - Sg hz
- 3. Model Type': [X3 3D [32D [ 31D
[X3 Finite Element [X3 Beam [ 3 Closed Form Solutior,
- 4. [,X3 Corputer Codes: SAP4607, FLTFG01 Frequency Range and No. of modes considered: 1 hz to 150 hz (22 modes)
[ 3 Hand Calculations
- 5. Method of Corbining Dynamic Responses: [ 3 Abs"'..te Sum [ 3 SPSS
- Response to input from 3 orthogonal directions [ 3 Other:
- combined SRSS and responses due to individual )spec>Ty'j modes combined SRSS with closely spaced modes combined according to Reg.Guide 1.92.
'6. Damping: OBE SSE Basis for the dattping used:~ggH~gg ~o
- 7. Support Considerations in the model: Bolted on f~lxibgg fg~>>gggjgn
- 8. Critical Structural Elements: Reoresenting critical locations shown below..
Governing Load or Response Sei smi c Total Stress A. Identification Locat i on Combination Stress Stress Al 1 o~'abl e o Motor'Hounting Bolts Static + Dynamic Loads 534 25 000 o Suction Barrel Shell Static + Dynamic Loads 13s455 21,000 Additional stress values orovided on attached table.
Kaxs nvm Kl lowao le Deflecti on B. Max. Critical to Assure Functional Opera-Defi ecti on Location bility CALC. ALLOW.
o Di solacement Evaluation LOADS DISP. DISP.
- 28. Relative horizontal displacement between S+N+DYN .0005 . 0150 im eller and bowl
- 29. Relative horizontal disp acement between shaft and mechanical seal
- 30. Relative vertical displacement between shaft S+sN+DYN .00067 .610 and mechanical seal
- 31. Relative vertical displacement between f>rst S+N+DYN t Oog 010 staqe imoeller and bowl I
~,
I
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~ II
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Chsnntl rcn; stre>c (IfnCC or)>.'5 f'hn- PIN I Cr C Chsnne) rcng tlc rods (IIPCS onl) I F ~ 5~ N.PYN
~:) ( I 2c Sasl ( ptpcrl la! sppl'icsble) P 0
S~DYN ott 5'tg CtoO~
~ Lo~d I~slUac lor Intcrfscc load st plr. snd'cr $ U>pport (s! sup))led 5 N DI" 9,3 f(4
~"
2h( Wert ICsl t)irust load or coco ss an( P 0
~ S~h Plr IOi ~2+( 'I:. ~ c) Z NCCC)erat!Or St aOCOr f vcr T. ( ~ 2254 0 I 5 vc OCI. , WCh Cv I. cr O Cv ",' c 5 (s
~ DI s>>lsccocnt Evs lust Ion 2b. Relat>Ve hOrIZOnta) dlap)aeenrnt betveer. SiNiDYN Inpe))er and bovl ~ ooO5 29 ~ Relattve horctontsl disp)acescent betveen S~N~PYh shaft and ccechanccs) seal e OO I S . OI5 ~ lo2I
- 50. Rel ~ tiVe Vert ICal dtap) ~ Cenent betveen Shaft 5(II~ DYN snd nechanica) sea) ~ OOO 67 ~ OIO ~ 067 Sl. Relative vertical displscaaent betveen first 5 ~ NiDYN stage Iupe))er and bovl ~ oc)'09 ~ O)0 ~ Oc!O
- 52. Separscton bctveen operating speed snd resonant frequenc>es DYI
'>>I t
'SU > Ch.. CvOR.K ~ PRAY loL>lv) P. DR< W E 21- 27 F g opqcr c(.- cf pfg'~el- v czr 75>> gb
GENEIQL ELECTRIC CO.
Nuclear Enerpy Business Group ENGiNEERiNG CALCULATiON SHEET MBEg DATE SUBJECT BY SHEET OF c i c c S u 0 4 c c L Q5g QF ', Z C; r>, I-.
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Nuclear E'bargy Business Group ENGINEERlNG CALGULATlONSHEET NUMBEA wggcHANAP PATE BY SHEET OF SUBJECT (flD . ZDP,Sl')
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GEHERjtL ELECTRlC CO.
Nucloar Enerpy Busi~ Group ENGINEERING CALCULATIONSHEET NUMBER Z v> f 'l~ wP h!6' DATE SUBJECT Bv SHEET 0<<
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5 .ID 50 seer'- eX <alaO>
ualification Surrar of E ui .ent HPL: E32-C001/C002 Rev. 1 plant Name: Susquehanna 5/19/81
- l. Utility Pennsylvania Power 8 Light Co. PMP.
- 2. Y,"]t".". Nu-.ber: 2 CH6 041-1U g,,a, t .E32 3. Vendor: GE, Lompoc, Cali fornia
- 4. If the co-..pone~'. is a cabinet or panel, name and model No. of the
~
devices include": N/A
- 5. Physical Description a. Appearance Blower with motor
- b. Dimensions 14.74" W; 13.76" L; 14.82" H
- c. Heigh: 120 lbs.
- 6. Loca.io".: Building: Reactor buildin , outside of containment Eleva.ion: 719 ft and 733 ft
- 7. Fie'ld sto.n'ing conditions [x) Bolt
[ ) Meld (Mo.
(Length 4, size~i)
)
[K j inlet 4 tl h ceded to pipe.
- 8. a. Syste-.. in which located: MSIV Leakage Control System The blower takes suction from t he mainsteam
- b. Functional
Description:
lines and discharges an steam/oas i ure leaking through the M V s to t e standby gas treatment system.
- c. Is the equipment required for [ 3 Hot Standby [ ) Cold Shutdc -.
[ 3 Both [Xj Neither
- 9. Pertinent Reference Design Specifications: 21A3762 Rev 2.
12/80
I v E a g tl . ~
S
MPL . tDc-lvv I E32-C002 I III. Is Equipment Available for Inspection tn the Plant: [I] Yes [3 No 1Y. Equipment Qualification Method:
- [X3 Test [ 3 Analysis [ 3 Coohination of Test and Analysis gualification Report~: gpp'830 14 s
(No e Title and Date) Seismic Loadino gualif'ica>>tion Teg~tgort on Blower MSIy Leakaae Control {10/21/75';
Corpany tha. Prepared Report: Approved Engineering Test Laboratory'res Corpany that Reviewed Report: Generyl Jgggg~g~
Y. Vibration Input:
- 1. Loads considered: a. [ 3 Seismic only
- b. [ ] Hydrognamic only
- c. [X) Contination of (a) and (b)
Darkling Method of Cor5ining RRS: [ ] Absolute
- 2. Sum Pg SRSS [ g
- 3. Required Response Spectra (attach the graphs): Not provided {ONly ZPA acclera-ZToiT&wFr5 uisiTMGQ
~44
- 6. Mere fatigue effects or other vibration loads considered7
[Xi Yes [ 3,No If yes, describe loads considered and how they were treated in overall qualification program: The overall test time was 40~inqigs Tpi~~ far in excess of the anticipated duration of seismic vibration and hydro-,.
dynamic vibration.
~NOTE: If more than one report complete items IV thru YII for each report.
l 2/80
~ h MPL . E32- Cop 1 E32-C002 YIe If gualification by Test, then IWW Complete':
E 3 random
[X3 Single Frequency [ 3 Multi-Frequency: sine beat (Sine Sweep) 2e [ 3 Single Axis [ "3 Multi-Axis Each test run 3e No. of gualification Tests: OB" 4 SSE 4 Other lasted 5 minutes spec y
- 4. Frequency Range: 3.8 - 33 Hz
- 5. Natural Frequencies in Each Direction (Side/Side, Front/Back, Vertical):
S/S * ~1000 Hz'one& I~w~\ F/8 es
~lppp HZ Y ~lppp Hz
- 6. Method of Det,erm ning. Natural Frequencies
[X3 Lab Test [ 3 In-Situ Test [ 3 Analysis
3 No ZPA only
- 8. Input g-level Test: 08. S/S
- F/8 ~
SSE S/S ss3 p~~k) F/B ~
g~~) Y *~~~ak) ge Laboratory Mounting:
'I. (Z] Bolt (Mo. 4, Size ~) ( ] Meld (Leng.h uring the test
) ( )
- 10. Functional operability verified: [X3 Yes [ 3 No [ 3 Not Applicable
- 11. Test Results including modifications made: After the test was comoleted there was no evidence of structural damage.
- 12. Other test performed (such as aging or fragility test, including results):
An independent test was run to determine the natural fre<fuen~c. UsincsU external shock excitation method, the natural frejue~nc was determi~n!~
be about 1000 Hz + 10 o (Ref 2).
- Note: If qualification by a conhination of test and analysis also cottplete Item YII ~
~ ** No natural frequency observed during resonance search. Listed values we )e determined from external shock excitation.
12/80
MPL E32- C001 E32-C002, YII. If Oualification by Analysis, then complete:
- 1. Method of Analysis:
[ ] Static Analysis [ )'-Equivalent Static Analysis
[ ] Dynamic Analysis: [ 3 Time-History [ ] Response Spectrum
- 2. Natural Frequencies in Each Direction (Side/Side, Front/Back, Yertical):
s/s- %a F/B i% % %% %A Q % A % aa aeaaa
- 3. Model Type: [ ] 3D [ 3 2D [31D
[ ] Finite Element [ ] Beam [ 3 Closed Form Solutio.".
- 4. [ 3 Computer Codes:
Frequency, Range and No. of ides considered:
[ ] Hand Calculations
- 5. Method of Cokining Dynamic Responses: [ j A"s"'..".e Su.. [ ] SRSS
[ g Other:
gspecijy)
- 7. Support. Considerations in the nadel:
B. Critical Structural Elements:
Govern) ng Load or Res ponse Sei smi c Total Stress A. Identification Location Combination Stress Stress Allowable Maxirum Allowable Deflection B. Max. Critical to Assure Functional Opera-Deflection Location bility 12/80
ualification Surr)ar of E ui ent MPL: B21- FOl 3 Rev.
I. Plant Name: Sus ueh nn )e 1
5/19/81
- l. Utility.Pennsylvania Power 5 Li ht Co. pMp.
- 2. NSSS ~
A/E. Bechtel BgR 4 HK II II ~ Component Na~e Hain Steam Safetv Pelief'alve
- 2. Model Nu".her: 6R10 HB-65-BP guantity: 16
- 3. Vendor: Crosby Valve 5 Ga e Co.
- 4. If the component is a cabinet or panel, name and model No. of the devices include": N A Spring loaded safety valve wi h
- 5. Physical Description a. Appearance electro-pneumatic actu~~~
- b. Dimensions 2'ide, 3'on , 5.5'i h
- c. Meight 2800 lbs (dr )
- 6. Loca'.ion: Building: Primar Containment Eleva.ion: Hain Steam Lines
- 7. Field Noonting conditions [y] Bolt (Mo.~l, size~13 8") Inlet (No 16
[ g Meld (Length )
[3
- 8. a. Sys.e-.. in which located: Hain Steam S stem
- 1) To pop open upon inlet ressure reaching
- b. Functional
Description:
the set pressure range. 2 Upon electrical signal to solenoid valve with pneumatic system ressurize.".
- c. Is the equipment required for [ 3 Hot Standby [X7 Cold hutdo '."
[ 3 Both [ 3 Neither S. Pertinen. Reference Design Specifications: 22A6441 SRV, Direct Acting, Spring Loaded, Dual Function 12/80
I" MPL: B21- F01 3 2 A III. Is Equipment Available for Inspection in the Plant: ~
[q Yes [3 No IY. Equipment Qualification Method:
- [X3 Test f 3 Analysis [ 3 Co&ination of Tes.
and Analysis
/vali f i cat i on Report': Vp f 3379 260 (No o Title and oate) Seismic Simulation Test Pro~ram on a 6-R-10 HB-65-BP Valve Corpany that Prepared Report: M~]e Lab Corpany that Revi e 'ed Repor.: General Electric Note: Also see page 2B)
Y. Vibration Input:
Loads considered: a. f 3 Seismic only
- b. [ 3 Hydrodynamic only
- c. [X3 Combination of (a) and (b)
- 2. Method of Corbining RRS: [X3 Absolute Sum f 3 SRSS [ 3
'toKFier, specify)
- 3. Required Response Spectra (attach the graphs): See attached Table 10 (from Ref 1",
for summary of required Toads
- 5. Required Acceleration in Each Direction: [X3 ZPA [ 3 Other F/B R Y ~
a z9 ~
Y 294 n
- 6. Mere fatip~e effects or other vibration loads considered?
f 3 Yes [x3 No If yes, describe loads considered and how they were treated in overall qualification program:
~NOTE: If more than one report complete items IY thru YII for each report.
l 2/80
/
v MPL. B21-F013 ..
3A VI. If Qualification by Test, then Complete:
[Xl random
[ 3 Single Frequency [X] Multi -Frequency: sine beat
[I
~
- 2. [ 3 Single Axis LX3 Multi-Axis tested with extended
spec y
- 4. Frequency Range: ~ Hz to 200 hz
~'
- 5. Natural Frequencies in Each Direction (Side/Side, Front/Back, Vertical):
64 hz F/8 ~ 46 hz Y ee >80 hZ
- 6. Method of Determining Natural Frequencies
[X3 Lab Test [ ) In-Situ Test [ 3 Analysis
[3 No
- 8. Input g-level Test: OBE S/S
- SSE S/S
- 5.2g F/B
- 5.2g Y 4.4g
- 9. Laboratory Mounting:
- 1. EX) Bolt (No. 12, Size 1 Sfg") E ) Meld (Length - ) E )
EX) Bolt (No. Eb, Size Functional operability verified: r 1'0.
fX J Yes ( ) No E ] Not Applicable
- 11. Test Results including t)odifications made: The valve survived all tests and functioned prooerly. No modification necessary to complete seismic test.
- 12. Other test perfor(n.d (such as aging or fragility test, including results):
None Note: If qualification by a conbination of test and analysis also complete Item YII.
- Natural frequencies are based on extension of testing from a dynamically similar valve (8-R-10) Rev 5. 12/80 .
J'
4A HPL: - 013 Vll. If qualification by Analysts,'hen oonplete:
- l. Method of Analysis:
[ 3 Static Analysis L 3 Equivalent Static Analysis
[ 3 Dynamic Analysis: [ 3 Tfme-History [ 3 Response Spectrum
- 2. Natural Frequencies fn Each Direction (Sfde/Sfde, Front/Back, Vertical):
S/S R F/B aa
- 3. Model Type: [ 3 3D [3ZD [31D
[ 3 Finite Eleaent [ 3 Beam [ 3 Closed Form Solution I
- 4. [ 3 Corputer Codes:
Frequency Range a'nd No. of modes considered:
[ 3 Hand Calculations
- 5. Method of Co+fnfng Dynamic Responses: [ 3 Absolute Sum [ 3 SRSS
[, 3 Other:
gpec>Ty)
- 6. Damping: OB= SSE Basis for the darqing used:
- 7. Support Considerations fn the nedel:
- 8. Crit ical Structural E 1 events:
Governf ng Load or Response Sei smf c Total Stress A. identf fi cation Locat i on Combination Stress Stress Allowable Maxirvm Allowable Deflection B. Ma x. Cri t i ca 1 to Assure Functional Opera-Deflection Location bf 1 f ty 12/80
MPL: 821- F013
- 28 III. Is Equspment Avaslahse for Inspeotton &a %
the PIant:
tn W&w p) Yes [3 No IY. Equipment Qualification Hethod:
[X3 Test [ 3 Analysis [ 3 Coabination of Test and Analysis
\
Qual i fi cat i on Report'. 5485-25-1 (No., Title and Date) Seismic Simulation Test Program on an 8-R-10 HB-65-PF Valve Con@any that Prepared Report: Wyle Lab CorPany that Reviewed RePort: gt t r<1 U<<~<><
(Note: Also see page 2A)
Y. Vibration Input:
- 1. Loads considered: a. [ 3 Seismic only
- b. [ 3 Hy'drodynamic only
- c. [X3 Combination of (a) and (b)
- 2. Nethod of Coribining RRS: [ 3 Absolute Sum f 3 SRSS, [ 3 goXFier, spec>7y)
- 3. Required Response Spectra (attach the graphs): See attached Table 10 (of Ref 1) for summary of requireB ioaGs
- 5. Required Acceleration in Each Direction: [X3 ZPA [ 3 Other
- 08. F/8 SSE '/SS/S es 4 Tr F/8 es 4 79 0 V
Y ss es 2 94~
- 6. Mere fatigde effects or other vibration loads considered?
[ 3'es [X3 No If yes, describe loads considered and how they were treated in overall qua lifi cat i on program:
<<NOTE: If more than one report cottplete items IY thru YII for each report.
12/80 i
~
I l 'V
MPL ~ 821- E013 3B YI. If Qualification by Test, then Complete:
[X3 random
- l. [ 3 Single Frequency [Q Multi-Frequency: sine beat
- 2. [ ) Single Axis [9 Multi-Axis tested with extended load
- 4. Frequency Rang~: > HZ to 200 HZ
- 5. Natural Frequencies in Each Direction (Side/Side, Front/Back, Yertical):
S/S K 64 HZ F/B 46 HZ Y >80 HZ
- 6. Method of Deter[.ining Natural Frequencies
[X3 Lab Test [ 3 In-Situ Test [ 3 Analysis
[ 3 No
- 8. Input g-level Test: OB. S/S F/B i ge Laboratory Mounting:
- l. [X] Bolt (Mo. 'l2, Size 1 S/8") [ ] Meld (Length ) [ ]
l0. Functional operabN~ verifie: X Yes [ g No [ 3 Not Applicable ll. Test Results including modifications made: The valve survived all tests and functioned properly. No modifications necessary to complete seismic test.
- 12. Other test perfor[n d (such as aging or fragility test, including results):
Thermal, Radiation 8 Mechnaical aging was performed prior to seismic in accord-ance with IEEE 323-1974. Results are acceptable as demonstrated by baseline tests prior to seismic testing.
<<Note: If qualification by a coabination of test and analysis also complete Item YII.
~ '/ I I 1 I >A'
a48- MPL . 821- F013
~ Yll. 1f Qoalifieation by Analysis, then oomnlete: N/A
- 1. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis
[ ] Dynamic Analysis: [] Time-History [] Response Spectrum
- 2. Natural Frequencies in Each Direction (Side/Side, Front/Back, Ver'.ical):
S/S s F/8 ~ a
- 3. Model Type: [ ] 3D [] ZD [ ] 1D
[ 3 Finite Element [ ] Beam [, ] Closed Form Solution
- 4. [ ] Corrputer Codes:
Frequency Range and No. of rrodes considered:
[ ] Hand Calculations
- 5. Me:hod of Co&',ning Dyna...i c Responses: [ ] Abs '..".e Sum [ ] SRSS
[ ] Other:
gspeciTy')
events:
- 6. Damping: OB= SSE Basis for the danqing used:
- 7. Support Considerations in the fidel:
- 8. Cri t i ca 1 Structural E 1 Governing Load or Response Seismic Total Stress A. Identifi ca.ion Location Combination Stress Stress Allovrabl e MaxirUm Al liable Defi ecti on B. Max. Critical to Assure Functional Opera-Deflection Location bility 12/80
TllRLE 10 (N REFERENCE I)
SAFETY RELIEF VALVE FSAR ABS LOAD C0%INATION Governing Ca 1 cul a ted Al 1 o~abl e Highest Generic Identification of Equipment I tee Evaluated Load Limi ts Ra tl 0 Comb No.* With'IEIhest Loads Level 8 - Acceleration Horizontal 4.19 g 5.2 g 0.78 Operator - Line 8 Vertical 2.22 g g 0.50 Operator - I inc 8 Level C - Acceleration Horizontal 4.08 g 5.2 g 0. 76 Operator - Line 8 Vertical 2.08 g 4.4 q 0.47 Operator - Line 8 Level D - Acceleration Hori zon ta1 I'.79 g 5.2 g 0. 89 Operator - Line 8 Vertical 2.94 g 4.4 g 0. 67 Operator - Line 0
- Generic combinations 1 through 9 are evaluated.
i'rom analyses of required response spectra contained in References 7, 8, 9, 5 10.
ll/q/~O
Paae No. 131 Report, No. 43445-2 FUL'L SCALE SHOCK SPECTRUM (g Peak)
'l.0 0 10 D 100 g) 1000 Q DAMP?NG ~go 7
70 4
I I ~ I I ~
S C
0 I
B r
gp
~ V V
V6 xoV
~c 4 Vv
'fC ~ ~
Cc Ci 4 8=;
22 I 4474970 10 2 7 I 4 4 7 4 9)0 100 2 3 I 4 4 7 6 t)3 1000 Frequency (Hx }
TwR Ac LOCATlON NO. ~~ Figure A (from Ref. >)
TEST RUN NO.
(Safe Shutdown Earthquake}
'I page No. 132 re~zt Nc7. 434C5-2 FULL SCAL:. SHOCK SP" C TRUM (g Peak) 1.0 0 10 0 100@ 1000 Q DAMPTNG ~Q.~io 6
7 m
lD 1"
2 6
CL 4I V
si 4 V
XS
~L 6 Vg 1 v' X~ 6 It 2 4 5 4 7 6%10 4 4 4 7 6 112 224'i 46912 Frequency (Hx )
- c. V-LOCATION NO. ~~ Figure 8 (From Ref. 2)
TEST RUN NO ~
dl I
page No. 233 Repo"t No. 43445"2 FULL SCALE SHOCK SPECTRUM (g Peak)
. 1,0 0 '10 0 100 tg 1000 Q DAMPING ~o b ~
bb 15 10 9
4 c
0 4I V
r <
1$
'0 9 I~
5 g 7
~b b b e
v ~
'I 1 I) ib I
S b I
~ '
~
II I
~
(
2 2 4 5 4 7 4 ~ 10 '2: 2 4 5 4 7 4 9)0 2 2 4 5 4 7 0 910 30 100 Frequency (Hz )
Sou tr zr LOCATION NO.
b
~~ Figure C (From Ref. 2)
(Sa fv Sh11tdnLhbTI P0 ~tRAIIAl.O)
Page No. 134 Rel)crt No. 43145-2 FULL SCALE SHOCK SPECTRUM (g Peak)
~
1.0 0 10 Q ~
100@ 1000 C3 DAMPING ~10 5
~ ~
10 5
4
~ >>
>> ~
3 C
0 CS.
I>>>>
~P 6) a V sIJ V V4 Q ~
)l, K0
~X ll
~c EPQ
)
X~ >>>>
6 l >>
L' J 5
8,=
W
'3 2 3 4 5 ~ ) 4 ~ )0 2 3 4 5 6 ) ~ ~ )0 3 4 5 6 ) 4%)0
~ 10 100 Froqvency (Hz)
Co e& V+4 r LOCATlON NO. ~>>~ Figure D I*- . >> ~I (From Ref. 2)
ualification Sumar of E ui ent NPL: M12-P601 Rev. 1 Susquehanna 5/14/Sl
~Tie:
Ut i 1 i ty Pennsyl vani a Power 5 Li ght
- 2. t{SSS: GE 3. A/E: Bechtel Control Room Pan
- l. Scope: IX3 NSSS [ 3 B0P
- 2. Model Number: H12-P601 Quantity:
- 3. Yendor: General Ele
- 4. If the component is a cabinet or panel, name and model No. of the devices included: See attached devi
- 5. Physical Description a. Appearance e
- b. Dimensions 192"x72"x36" C. Melgh+ H A
- 6. Locat i on: Bui 1 ding: Control Elevation: 729'ontro
- 7. Field Mounting Conditions [ 7 Bolt (No. . Size }
[ Xl Meld (Length~)
I3 Nuclear Boiler, SLC, RHR, LPCS
- a. System in whicn located: HPCI>> RCIC
- b. Functional
Description:
Control Reactor Cooling c.'s the equipment required for [ 3 Hot Standby t. j Cold Shutdown 3 Both Neither
- 9. Pertinent Reference Design Specifications:
GE Drawing and Parts List No. 865 12/80
MPI . H12-P601 III. Is Equipment Available for Inspection fn the Plant: [X3 'Yes [ g No Equipment gualification Method:
IV. <<<<W<<WI
- 9) Test (by similarity) [ 3 Analysis [ j Coahfnatfon and Analysis of Test gualfffcatfon Report<<: Seismic Test Report - H12-P870 (No,, Tit le and Date) DRF AOO-1138 Con@any that Prepared Report: GE Corpany that Reviewed Report: GE V. Yibratfon Input:
- 1. Loads considered: a. [ 3 Seismic only
- b. [ 3 Hydrodynamic only
- 6. Mere fatigue effects or other vibration loads consfchred7
[ 3 Yes [X3 No If yes, describe loads considered and how they were treated fn overall qualification program:
<<NOTE: If more than one report complete items IY thru YII for each report.
l 2/80
1 HPL. M12-P 601 3
If &Ma
/uglification by Test, then Completed:
W'% WWWW
- l. f. j Single Frequency t3j random
[ Z) Multi-Frequency: aine beat j Single ) in and
) out of~hase
- 2. P Axis [Q Hulti-Axis
- 5. Natural Frequencies in Each Direction (Side/Side, Fr ont/Back, Vertical):
S/S c 13 F/B ~ 15. 5 Y ~ Rigid
- 6. Hethod of Determining Natural Frequencies
[Xj Lab Test f j In-Situ Test f j Analysis
- 1. [z] Bolt (No., Size 5/8" ) [' Meld (Length ) [Z) clamos l0. Functional operability verified: D< j Yes I j No L j Not Applicable ll. Test Results including rradifications made: Tested panel maintained its structural integrity during test
- 12. Other test perforrred (such as aging. or fragility test, including results):
Some instruments uiere separately tested to W&~&W~'%~~~%0m ~WI\ determine their individual seismic capabi-lity.
- Note: If qualification by a corrbination of test and analysis also complete Item VII.
12/80 .'
1 0 0 f
YII. If gualificati'on by Analysis, then complete:
- 1. Method of Analysis:
I: 3 Static Analysis [ 3 Equivalent Static Analysis
[ 3 Dynamic Analysis: [ 3 Time-History [ 3 Response Spectrum
- 2. Natural Frequencies in Each Direction (Side/Side, Front/Back, Vertical):
S/S K V ~
- 3. Model Type; [ 3 3D [32D [3ID
[ 3 Finite Element [ 3 Beam [ 3 Closed Form Solution
- 4. [ 3 Computer Codes:
Frequency Range and No. of andes considered:
[ 3 Hand Calculations Method of Corrbining Dynamic Responses: [ 3 Absolute Sum [ 3 SRSS
[ 3 Other:
)spec>ty)
7~ Support Considerations in the rmdel:
- 8. Critical Structural Elements:
Governing Load or Response Sei smi c Total Stress A. Identif i cation Location Combi nati on bilityy Stress Stress Al 1 owabl e Maxiltom Allowable Deflection B. Max. Critical to Assure Functional Opera-Def1 ecti on Location l2/80
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ualification Summar of E ui ent MPL: H23-P001 Rev. 1 Pl ant Name. 'USQUEHANNA ~T)e 5/14/81 1 ~ Utility: PENNSYLYANIA POWER & LIGHT GE 3. A/E: BECHTEL BWR- 4 HK II tl. ~CN
- 2. Model Number: quantity:
- 3. Yendor: General Electric
- 4. If the component is a cabinet or panel, name and model No. of the devices included: See attached device list.
- 5. Physical Description a. Appearance 0 en Rack
- b. Dimensions 30"x84"x30"
- c. Weight N/A 6'ocation: Building: Reactor Elevation: 645'.
Fieid Iiounting Conditions [XJ go'It (No. 6 . Size >" )
[ j Meid (Length )
I3
- 8. a, System in which located: Core Spra
- b. Functional
Description:
Monitor Core S ra
- c. Is the equipment required for i) Hot Standby fQ Cold Shutdown I 3 Both t. 3 Neither
- 9. Pertinent Reference Design Specifications: GE drawin NO.
169C8269 and EDL No. 238X772AE 12/80
I ~
HPL. H23-P001 III. Is Equipment Available for Inspection in the Plant: [X3 Yes f 3 No IV. Equipment gvalification Method:
[ x1 Test (by similarity) [ 3 Analysis L 3 Combination of Test and Analysis qualificat;on Report*. Seismic test report - Cofrentes (Ho., Title and Date) DRF H22-11 Coo@any that Prepared Report:
Company that Reviewed Report: GE Y. Yibrati on Input:
- 1. Loads considered: a. [ 3 Seismic only
- b. [ 3 Hydrodynamic only
- c. [X3 Combination of (a) and (b)
- 2. Nethod of Combining RRS: [ 3 Absolute Sum [X3 SRSS [ 3 toXFier, spec>7y)
- 3. Required Response Spectra (attach the graphs): Attached
- 4. Darping Corresponding to RRS: OBE I3/
WWW&
SSE WWW~ 3/%'A'%WW ~
II
- 6. Mere fatigue effects or other vibration loads considered2
[ 3 Yes [x3 No If yes, describe loads considered and how they were treated in overall qualification program:
- NOTE: If more than one report coaylete items IV,thru VII for each report.
9 Accelerations shown envelop required acceleration at all instrument locations.
1 e
np y V
H23-POO HPL YI. If gualification by Test, Ithen Complete~:
&w'aww'\I&
"[ 7 random
- 1. [ ] Single Frequency [Q Multi-Frequency: j sine beat XJ in and out~f~~e
- 2. [ 3 Sin'gle Axis [X3 Multi-Axis
- 4. Frequency Range: 1-60 hz
- 5. Natural Frequencies in Each Directior (Side/Side, Front/Back, Yertical):
S/S e: '4 F/B a 23 Y~ 80
- 6. Method of Determining Natural Frequencies
[X3 Lab Test [ g In-Situ Test [ 3 Analysis
[]No
- 1.5 F/B 1.5 Y ~ 1
- 9. Laborat'ory Mounting:
- 1. [X] Bolt (No. ', Size g/<" ) [ ) Meld (Length ) [Zl~clam s
- 10. Functional operability verified: [X3 Yes [ j No [ ) Not Applicable Tg. T R T f Tgfg fff its structural integrity durin~test
- 12. Other test performed (such as aging or fragility test, including results):
Some instruments were separatel~ tested to determig~~jj I (
individual seismic capability
-*Note: If qualification by a combination of test and analysis also complete Item YII.
12/80 g
1~ '=
I df II u 1 P
l
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ppL. H23-POO1
~ If qualification by Analysts, VII. ~&AA&~w&W&ww&&%&wwW& W~ &&& then complete:
- 1. Hethod of Analysis:
[ 3 Static Analysis [ 3 Equivalent Static Analysis
[ 3 Dynamic Analysis: [ 3 Titne-History [ 3 Response Spectrum
- 2. Natural Frequencies in Each Direction (Side/Side, Front/Back, Vertical):
s/s
- F/B ~
- 3. Hodel Type: [ 3 30 [ 32D [ 31D
[ 3 Finite Element [ 3 Bean [ 3 Closed Form Solution
- 4. [ 3 Computer Codes: mmwmamm~u~o om~~mmmmmammummmm Ieewawm ~mmamu~m~~&ma Frequency Range and No. of modes considered:
[ 3 Hand Calculations
- 5. Hethod of Corrbining Dynamic Responses: [ 3 Absolute Sum [ 3 SRSS
[ 3 Other: 4 &wo w &'A'w ww &w e&~www (speci Ty)
- 7. Support Considerations in the model: ~ IPh
- 8. Critical Structural Elements:
Governing Load or Response Seismic Total Stress A. Identification Location Combination Stress Stress Allowable Maximum Allowable Def lect i on B. Max. Critical to Assura Functional Opera-Defi ecti on Location bility WW Q I I&
WW A 12/80
SE I SH! C QUAL IF ICATION REEVALUATION 30n Wide Local Panel Class IE Equipment Panel HPL
Reference:
H23-P001 System:Core Spray Local Panel A Panel Oimensions: 30" wide x 84" high x 30" deep I ocation: R8-645'E EOU I PHENT ESSENTIAL HALFUIICTION LIHIT I sHIc EYALUATloN stR444RY HPL Nn.
OESCRIPT ION PURCHAS'E PA'RT OMG.
COOE Y-b s 5 vert. RTHARKS I.O NEURAL FREsUEHCIES
'9 EZI-N008A Pressure S>>Itch 159 C4606P002 29 29 T-bt 24.5 EZI-N009A Pressure S>>Itch 159C4606P002 29 '9 29 r;
14 53 21-ROOI AC Pressure Indicator 163CI184P003 15 , 15 '5 Zl-NOOIA Press. Trans. Cage 163CI563P812203 10 3 2.0 HIN II%PI CLASS IE EOUIPHENT REOIIREO SE I SHIC CAPA8IL I TY f-b: 10.0
~ -s: 6.0 v: 1.0
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FREQUENCY (HZ)
ualification Sumar of E ui ent HPL'23 POO Rev. 1 5/14/81 I. Plant Name:'SUSQUEHANNA ~T) e!
1 ~ Utility: PENNSYLV NIA IGHT
- 2. NSSS: 'E 3. A/E:
~C 72u" "id 1 1 p
- 2. Model Number: H23-POOS guantity:
- 3. Vendor: General Electric 4 If the component is a cabinet or panel name and riedel No of the devices included: See attached
- 5. Physical Description a. Appearance "pe"
- b. Dimensions
, C. Height
- 6. Location: Building: Reactor Elevation:
- 7. Field Mounting Conditions it] Bolt (Ho. >> . Size "~
)
- a. System in which located: Nuclear Boiler F'unctional
Description:
Monitor RPll Level E Pressure
- c. Is the equipment required for I 3 Hot Standby [ 3 Cold Shutdown fX3 Both I 3 Neither
- 9. Pertinent Reference Design Specifications: GE Draivin No.
137D7242 and EDL No. 238X776AE 12/80
,e HPL'23-P005 III. Is Eqotpment AvaS labia for Inspectton tn the plant: P) Yes [ 3 No IV" Equipment gvalification Hethod:
s p) Test (by similarity) f 3 Analysis 5 3 Coohination of Test and Analysis gualification Report*: Seismic Test Report - Cofrentes (No., Title and Date) DRF. H22-ll Coo@any that Prepared Report: GE Con@any that Reviewed Report: GE V. Vibration Input:
- 1. Loads considered: a. 5 l Seismic only
- b. [ g Hydrodynamic only=-
- c. 5 3 Cotrbination of (a) and (b)
- 2. Method of Combining RRS: 5 3 Absolute Sum [Q SRSS 5 3 older"," specs'.
Required Response Spectra (attach the graphs): Attached
- N/A Y ~ N/A s
S5E S/5 ~
3, 8~ F/B
- 6. Mere fatigue effects or other vibration loads considered?
f 1 Yes I:X3 No If yes, describe loads considered and how they were treated in overall qualification program: WW&&A~&%&A&W&W&W&&
~ &&&MW'% va II WW &&&M&'%&&&M&~ I&WW'%&
- NOTE: If more than one report cooylete items IY thru VII for each report.
9 Accelerations shown envelop required acceleration at all instrument locations.
'I I
MPL. H23-P005...
YI. If gualification by Test, then Complete~:
ran om
- 1. [ 3 Single Frequency [ 9 Multi-Frequency: [ ] in sine beat
- 2. [ 3 Single Axis 9 j and out of phase
[ XI Multi-Axis
<spec>7y) 4 Frequency Range: 1-60 hz
- 5. Natural Frequencies in Each Direction (Side/Side, Front/Back, Vertical):
s/s
- F/B - 49 Y ~ 24
- 6. Method of Determining Natural Frequencies
[X3 Lab Test [ g In-Situ Test [ 3 Analysis
[ 3 No
- 9. Laboratory Mounting:
- l. [X) Bo'It (No., Stze ~gg" ) 3 3 Meld (Length ) Lg c1emoe
- 10. Functional operability verified: [X3 Yes. [ 3 No [ 3 Not Applicable
- 11. Test Results including modifications made: Tested panel maintained its structural integrity during test .
12- Other test. performed (such as aging or fragility test, including results):
Some instruments were separately tested to determine their individual seismic capability .
- Note: If qualification by a coo%nation of test and analysis also cooqlete Item YII.
E I
~ g ~
E 1
V P
gp( .
H23-P005
<< 4 >>
YII. If Qualification by Analysis, then complete:
- 1. Nethod of Analysis:
[. 3 Static Analysis [ 3 Equivalent Static Analysis
[ 3 Dynamic Analysis: [ 3 Time-History [ 3 Response Spectrum
- 2. Natural Frequencies in Each Direction (Side/Side, Front/Back, Vertical ):
S/S ~ F/B % Y a
- 3. Hodel Type: [ 3 3D E 32D [31D
[ 3 Finite Elephant E 3 Beam [ 3 Closed Form Solution
- 4. [ 3 Cottputer Codes: >>>>>>>>>>>>>>>><<>>>><<r I>>>>>>>>>>>>>> &>>>>>>>>>>>>>>>>>>>>>>>>&>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>><<>>>><<>> %>>
Frequency Range and No. of ides considered:
[ 3 Hand Calculations
- 5. Nethod of Coohining Dynamic Responses: [ 3 Abso'..te Sum [ 3 SRSS
[ 3 Other:
Ppec>ry)
- 7. Support Considerations in ti e fidel:
- 8. Critical Structural Elements:
Governing Load or Response Seismic Total Stress A., Identification. Location Combination Stress Stress Allowable Naximm Allowable Deflection B..Max. Critical to Assure Functional Opera-Def lect i on Location bility 12/80
P C
s
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RH I '
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I SEISMIC EQUAL IF ICATION REEVALUATION 72>> Wide Local Panel Class IE Equipment r
RO-749'YsteIII:
Panel HPL
Reference:
H23 p005 Reactor Vessel Level and Pressure
=Local Panel 8 Panel Dimensions: .72" wide x 84>> high x 30"'eep Location:
EOU I PNENT ESSENT IAL NALFU!ICTION LIÃIT SEISMIC EYALUATION SISS4ARY DESCRIPTION PURCNASE PART DIIG.
HPL NO. CODE F-b s-s vert.
Fb: 49 E32-NO60 Press. S>>Itch 163C 1564P611203 10, 6, 3 s-s 15 v: 24 2.0 NINI~ CLASS IE fO'JIWENT REOUIREO Sf I SNIC CAPA81L I TY F-b: 6.0 s-s: 3.8 v: 1.1
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) I 5 I I I ) )0 )0 to )CI ICI IO IC> )C'CeD loci )Cyi II>C> )W IOC'CC'C> M IW5 FRE(UENCY (HZ)
e- ualification Summar of E ui ent MPL: H23- P010 Rev. 1 5/14/81 .
I. Plant Name: .Susquehanna
- l. Utility: Penns 1vania Power & Light PN?
- 2. NSSS: GE 3. A/E: Bechtel B
~C 72"
- 2. Model Number: H23-P010 Quantity:
- 3. Yendor: General Electric
- 4. If the component is a cabinet or panel, name and model No. of the devices included: See attached devic
- 5. Physical Description a. Appearance~us R
- b. D i mens i on~ 72"x84"x30"
- c. Meight N/A
- 6. Location: Building: Reactor Elevation:
7 ~ Field Mounting Conditions I 3 Bolt (Mo. tg, Size i )"
t:3 j "ucl ear Boiler
- 8. a. System in which located:
- b. Functional
Description:
Monitor Jet Pump Performance I
- c. Is the equipment required for [) Hot Standby [ 3 Cold Shutdown
[ 3 Bot.h [Xg Neither
- 9. Pertinent Reference Design Specifications: GE Drawin No 137D7244 and EDL No. 238X793AE 12/80
HPL ~ H23- POIO 0 III. Is Equipment Available for Inspection In the Plant: [H] Yes [] llo IY. Equipment gvalification Method:
EXl Test (by similarity) E 3 Analysis E 3 Coohination of Test and Analysis tlualification Report>>: Seismic Test Ressort - Cofrentes (No., Title and Date) DRF H22-ll Co((@any that Prepared Report: GE Conpany that Reviewed Report: GE V. "Vibration Input:
- l. loads considered: a. E 3 Seismic only
- b. E 3 Hydrodynamic only
- c. EX3 Combination of (a) and (b)
- 2. Method of Corrbining RRS: E 3 Absolute Sum EX3 SRSS E 3
- 3. Required Response Spectra (attach the graphs): Attached
&%ME'.
3/
Required Acceleration in Each Direction: Other
=
EX3 ZPA E 3 OB S/S ~ N/A F/B es N/A 8SSE S/S Z.Pg F/B E.G 1~1
- 6. Mere fatigue effects or other vibration loads considered?
E'3 Yes E Q No If yes, describe loads considered and ha< they were treated in overall qualification program:
<<NOTE: If more than one report complete items IV thru VII for each report.
9 Accelerations shown envelop requit ed acceleration at all 12/80 instrument locations.
,I MPL: H23-Ppip YI. If gualfffcatfon by Test, then Complete~:
ran om ls [) Single Frequency [g Multi-Frequency: g sine beat out'f tg in and phase
- 2. [3 Single hxfs f.X] Multi-Axis
~specs7y)
- 4. Frequency Range: 1-60 hz
- 5. Natural Frequencies fn Each Direction (Sfde/Side, Front/Back, Vertical):
S/S - 15 F/B ~ 49 ea
- 6. Method of Determining Natural Frequencies l.X] Lab Test I g In-Situ Test t, 3 Analysis
5>No c
],.5 F/B
- 9. Laboratory Mounting:
- l. p 3 Bolt (Mo., Size S/B" ) [] Meld (Length ) [ Z)~)nuns
- 10. Functional operability verified: 53 Yes. t; 3 No t: 3 Not Applicable h h h R h h h Ch g Ch << h C its structural integrity durino test.
- 12. Other test perforaad (such as aging or fragility test, including results):
Some instruments were separately tested to determine~j r individual seismic capability,
- Note: If qualification by a coabfnatfon of test and analysis also complete Item YII.
12/80 .
HPL: H23-POIO VII. If gualification by Analysis, then complete:
- 1. Hethod of Analysis:
[ 3 Static Analysis [ 3 Equivalent Static Analysis
[) Dynamic Analysis: [ 1 Time-History [ 3 Response Spectrum
- 2. Natural Frequencies in Each Direction (Side/Side, Front/Back, Vertical):
S/S es F/B Elephant
- 3. Hodel Type: [ g 3D [ 32D [31D
[ Finite [ [ 3 Closed Form Solution
~
3 3 Beam
- 4. [ 3 Computer Codes: M&&~m~m~ &~tIea~ ~WW WW&&&&&W&I&&&W&I~~W&W'A& &~~%M&
Frequency Range and No. of modes considered:
[ 3 Hand Calculations
- 5. Hethod of Combining Dynamic Responses: [ 3 Abso'..te Sum [ 3 SRSS
[ ] Other:
(spec> ty i
- 7. Support Considerations in the rodel:
bilityty
- 8. Critical Structural Elements:
Governing Load or Response Seismic Total Stress A. Identification Location Combination Stress Stress Allowable Haxioum Allowable Deflection B.- Hax. Critical to Assure Functional Opera-Deflection Location
&'a&IW~&
12/80
SEISMIC QUALIFICATION REEVALUATION 72" Wide Locr;1 Panel Calss 1E Equipment
.Jet Panel MPL
Reference:
RB-719'ystem: H23-P010 Pump 8 Panel Dimensions: 72" Mide x 84" high x 30" deep Location:
EqUIPNENI DESCRIP IION
'ESSEN11)4. IIALFUNC110N LIMIT SE I SIIIC ETALII4TIIBI SIRBtsRT NPI. NO.
PURCNASEPARI DUG.
CODE f-b s-s vert. RENARXS 821-N021D Diff. Press. Svltch 145C3009P005 10 0 10 '0 f-b: 49 IS 821 N032 821-NO338O Diff. Press. Xntr.
Olrr. Press. Xstr 163C1560P541203 10, 6, '
3 163C1560P641203 10 24 821-N0348D UxNPSUU Diff. Press. Xntr. 163C1560P641203 10 ~ 6 ~ 3 2.4 IIINIIRRI CLASS IE 821-80378 level Indicator 159C4383P003 I7 ' '
EQUIP%RE REQUIRED SEISNIC CAPABILI f9 821-RODS Diff. Press. Ind. 163C I IB IP003 15, 15, 15 f-b:
s-s:
6.0 3.8 E2I-NO048 Diff. Press. Switch 145C3009P004 Io '0 '0 v: 1.1 633-N0448 %Itch 145C3008P016 15, 15
D cotooo~tc4 ~ttJ cell ooooc ccwooocxs IOrooOo U S S cm~llii o I Itttwtt1tt 2 t1 tttIIL At Mlitt
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"R<OUENCY (HZ)
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) I I I I I 5 )C !0 ld In Sn IO )O )C )C jrC )a>: Seismic Test Report - Termination Cabinet (No., Title and Date) DRF AOO-794-5-1 Colt@any that Prepared Report: GE Corrpany that Revi med Report: GE V. Vibration Input:
- 1. loads considered: a. [ 3 Seismic only
- b. [ 3 Hydrodynamic only
- c. [X3 Conbination of {a) and {b)
- 2. Hethod of Combining RRS: [ 3 Absolute Sum [Q SRSS [ 3
'toKFier, spec>7yg
- 3. Required Response Spectra (attach the graphs): Attached
SSE S/S ~ Q.Q F/B ~ 0 3
- 6. Mere fatigue effects or other vibration loads considered?
[) Yes [X3 No If yes, describe loads considered and hm they were treated in overall qualification program:
<<NOTE: If more than one report complete items IV thru VII for each report.
12/80
3 NPL: H12-P 200..
YI. If gualification by Test, then Complete~:
ran om
- l. f. ) Stogie Frequency f.Q Molt(-Frequency: j sine beat
[ X) in and out of phase
- 2. f 3 Single Axis f X3 Hulti-Axis
- 3. No. of gualification Tests: OBE
>>>> 20 SSE 5 Other % W W>> % % 'a
~spec>7y)
~~ W &
- 4. Frequency Range: 1 60 hz 9
- 5. Natural Frequencies in Each Direction (Side/Side, Front/Back, Vertical):
S/S < 2258275
\a&~%%>>~%~ F/B'~ 6 g 2 Y~
0% a
- 6. Method of Determining Natural Frequencies X3 Lab Test [ 3 In-Situ Test f 3 Analysis
[ 3 No
- 1. P3 Bolt (Mo;, Size 5/8" ) ( ] Meld (Length (x) claeos
- 10. Functional operability verified: [X3 Yes, [ 3 No [ 3 Not Applicable
- 11. Test Results including modifications made: Tested panel maintained its structural integrity during test
- 12. Other test performed (such as aging or fragility test, including results):
N/A
- Note: If qualification by a coabination of test and analysis, also complete item YII.
~
9 Recording equipment recorded only up to 23 hz. However, shake table imparts energy beyond 60 hz, with TRS .
enveloping RRS over complete energy range. 12/80 .'u'
MPL: H12- P700 VII. If Dualification by Analysts., then complete:
- 1. Method of, Analysis:
[ 3 Static Analysis [ 3 Equivalent Static Analysis
[ 3 Dynamic Analysis: [ 3 Time-History [ 3 Response Spectrum
- 2. Natural Frequencies in Each Direction (Side/Side, Front/Back, Vertical):
s/s
- 3. Model Type: [ 3 3D C 32D E 31D
[ 3 Finite Element [ 3 Beam [ 3 Closed Form Solution
- 4. [ 3 Computer Codes:
Frequency Range and No. of ides considered:
E 3 Hand Calculations
- 5. Method of Conbining Dynamic Responses: [ 3 Absolute Sum [ 3 SRSS
[ 3 Other:
- 7. Support Considerations in the mdel:
- 8. Critical Structural Elements:
Governing Load or Response Seismic Total Stress A. Identification Location Combination Stress Stress Allowable Naximm Allowable Deflection B. Max. Critical to Assure Functional Opera-Def lect i on Location bility 12/80
- 20. 2
)
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GENERAL ++ ELECTRIC MUCH EAR POWER
, SYSTEMS QIVtSkQN
~ ~ <i a"
~TRIG CGAANY, i'URTNER AVESAt4 JGSc. CAUFCRKA 95$ 25 -
'C 394, (4QG) 925-3GQS Hay 29, 1981 Responds to'UG-1782 Gp 8I-123 8r. R. d. Shovlin Assistant Project Oirector-Susquehanna Pennsylvania Pomr 4 Light Co.
P. 0. Box 1870 Allentown, PA 18105 Gear Sob:
SUBJECT:
SUSQUEW!i@41 4 2 SQRT ACTION i~S In r s".".sc to your letter PL'G-1782, e have revised the MSSS equip-.ent SQRT forms to incorporate.your counts The revised fors mre sent to you on Hay 22 by F d ral Express. In addition, we have the following cosaents an the SER open items discussed in your letter:
5g 5$ ea 3 lA(T) <<~<< ~ yeso<<<<t 4c' c'rsi jrua~e ~
a y<<gaea iaapylal I I abel avn QM1. Qu'il The equip.-,ant list and a finalized Recpa1i ficatian Schedule were presented to the HRC an Hay 28.
Z. SER Item 3.10(2) - 4 Page SgRT Fora - Fohas for the audi ~d equipment have been forwarded as stated above. Four page forms for equipment to be requalified ~i)1 be p.epared at the time the equipment is requalified. in addition, we will provide 4 page forms when we accomp1ish the Phase iii r eev'aluation.
/
- 3. SER Ltea 3.10(3) - Accelerations for Pipe, Nunted Ya1ves - As-buil t piping str ess analyses are scheduled to be cmeleted by the Hem l.oads Program'Wring the fourth charter of 1981. At that time, we sill take the accele'"ation dan for pipe rraunted valves and cenpare these to the va1ve ~ali iication levels. This hark should be completed and documented.m you by year end. In additicn, a discussion of GE's approach to re valuating bob5 passive and active pipe nxented valves >as transmitt& in qy earlier letter GP-81-103 dated 4/30/81 ..
GENERAL Q ELECTR)C Hr. R. J. Shovlin i'9, Page 2.
79M
- 4. SER kt I 3.10(4) - Fatigue - K's position of fatigue reaains as stat& in response to FSAR gvestion 123.5 previously subraitted to you. In addition, m have addressed fatigue for each iten of e~ipment covered by the 4 page SQRY forms previously transeittect, and mll also address it on each 4 page fora completed in the future.
Finally, m have agreed to consider performing fatigue teqts on any e~ip=ent rapiring testing as part of the SgRT requali Beat)on progras.
I~
- 5. SB Itela 3.10(5) - Equipment Oezils>> HRC questions on all VASSS e~ipmnt details have been answered on the 4 page SgRT foms previously transmitted, except for SRY ~eldolet stresses. It was agreed at the F~y 28 acetify that the SR% ~1 dolet quest<am has been answered and c1osed by a telecon Harch ZS with Or. Philippacopoulos of 8HL.
? f you have any. further qsestions, please contact ea; Very truly yours,
- S. v. H liard j Project Hanager Susquehanna Project JMH
- pes/520-1 RESPQh'S'E RE(VIREO:
cc: A. ?.i 1 eck E. B. Poser
- 0. J. Turner File: 16.6 T'/v4+,a.Aryf jetty N'4&ilfkPKZ414+>.LCAlACF~tgolzl)Ct,g~~i&4 .,rQ~QQ+4 pi pgg+e2Q'~~hl(4dfVFWS~iiPs'L<ww~i~+~:,'j~9+h~r.1 0.
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