ML19351A221
| ML19351A221 | |
| Person / Time | |
|---|---|
| Site: | LaSalle  |
| Issue date: | 06/23/1981 |
| From: | Sinnappan J SARGENT & LUNDY, INC. |
| To: | |
| Shared Package | |
| ML19351A219 | List: |
| References | |
| EMD-031025, EMD-31025, NUDOCS 8106260308 | |
| Download: ML19351A221 (300) | |
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_. , ;.> . p ; . n , .;g _, G - n.w y From J. Sinnappan - 30 Y6771 page .m n o 74, lon1 g'_; f, . Project No. a ? A A / A'7-nn /ggo 3 co 11 j Dept /Div. Machani en1/Pngi nnori ng wchani ce spec, No, 3 ;-W.6 File No. EMD-031025 -,' Pa;;c No. 1 0f 1 - y O Stn. LaSalle County g,;, 1& 2 y, J
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- Subject Aa f aty Dal a teel P T'ipmen t 0"n14 fica ti nn - Post MFC Andit g. - _ J r Documenta_ tion - Vol_'9 (safoty-Related) . , ,
(Do Not sent to Q.A.) To: J. B. Gouvas - 31 (1/6) D. C. Haan - 21 (1/1)
- CC: M. M. Hassaballa - 30 (1/1)
EBB /AEM/JS 30 (1/1) EMD File - 30 5-{I/1)
Reference:
Telecon between T. Y. Chang of NRC, J. Singh of EGG, Idaho and J. Sinnappan of S&L, on 6-12-81. (mg u n% hod ') Attached is our close'out response to various outstanding items discussed in my telecon with NRC and EGG of Idaho. I am sending six copies to J. B. Gouvas for distribution to CECO, NRC and EGGG. If you have any questions please call me. I
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1 JS:me Attachment - NOTE: ' Item # (E) " Partial Report on Valve Flexibility Study" will be transmitted to Mr. J. Gouvas for distribution to CECO, NRC ~ and EG&G in near future. l I l THIS DOCUMENT CONTAiNS 1 81062603 % h , POOR QUAUTY PAGES 1 r - -r-- ,et- ? - w--t w+- *7- * " ' 9- 9 T-
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.SARGENT &LUNDY '
i MEMORANDU.'.!0F TELEP110NE CONVERSATION
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. Dater June 12, 1981 Time: 9:30 A.M.
Page 2 of 2
, Person Called: T. Y. Chang of NRC (Name) (Company)
Person Calling: J. Sinnappan or S&L I. (Name) (Company) I
~ Project: LaSalle County - 1 & 2 Project No. 4266/4267/6093-00
. . Subjec't Discussed: ' CORT Audit open Items Summary of Discussion, Decisions and Commitments:
-8. Rosemont Transmi.tter - TRS & RRS plots -
- 9. SGTS Train - Stress Limits correction.
- 10. 'HPCS 4" Gate Valve (E22-F012) Modification results r 11. HPCS l'2" Globe Valve (E22-F023) Modification results 4
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SARGENT & LUNDY - 3, MEMORANDUM 0F TELEPHONE CONVERSATION Date: June 12, 1981 Time: 9:30 A.M. Page 1 of 2 Pzrson Called: T. Y. Chang og NRC (Name) (Company) " Conference Call with J. Singh of EG&G, Idaho Falls . Person Calling: J. Sinnaeoan of S&L (Name) (Company) _ Project: LaSalle County 1& 2 Project No. 4266/4267/6093-00 Subject Discussed: SODT Audit Ocen Items Summary of Discussion, Decisions and Commitments: T. Y. Chang and J. Singh. listed the open items from SQRT audit. T. Y. Chang wanted S&L to send him a transmittal on closed it' ems by June 23 so that he could include it in his sucolement to SER which is due June 26. S&L agreed to submit additional inforrhation on the following items.
- 1. Status Recort on Open Items from SORT Audit.
- 2. Ecuipment Oualification - Status Recort.
- 3. SORT Forms for comoleted items.
- 4. Faticue Evaluation Recort.
- 5. Partial results on valve Flexibility study.
r, 6. Limitorcue Valve Ooerator Test Procram.
- 7. Level Indicator Switch ITT Barton 228A - Letter from GE.
G. Crane - CECO cc: D. C. Haan - 21 G. C. Jones - 21 7 . J. Gouvas - 31
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CARGENTO LUNDY - E N 01 N E E R 9 CHICAto V .. .I a LA SALLE COUNTY NUCLEAR STATION - UNIT 1 & 2 COMMONWEALTH EDISON COMPANY SAFETY PILATED EQUIPMENT QUALIFICATION i POST NRC AUDIT DOCUMENTATION - VOL. 8 - 4 + t 4 BY , ENGINEERING MECHANICS DIVISION SARGENT & LUNDY ENGINEERS 6-23-81 EMD FILE #031025'
CARf>ENT O LUNDY . E N GIN EERS CHICACO Table of Contents A. Status Report on Open Items from SQRT Audit B. Equipment Qualific.7. tion Open Items List C. SQRT forms for completed items D. Fatigue Evaluation Report E. Partial Report on Valve Flexibility Study F. Limitorque Valve Operator Test program G. Response to Questions on Individual equipment
- i. ITT Barton Model 288A
- 11. Rosemount Transmitter iii. SGTS Train (VG0lS) iv. 4" Gate Valve (E22-F012) Modification results
- v. 12" Globe Valve (E22-F023) Modification results I
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LASALLE COUNTY - 1 3 2 NRC SORT AUDIT Pagel of 4266-00/l1267-00/6093-00 STATUS' REPORT ON OPEll ITEMS Rev : 0 Date: 6-23-81 a Item / Reference No. quipment Data Description ACTION TAKEN &
- Status
- l. List of open items Updated list are submitted every month Updated list
- dated 6-23-81 is attached.
EMD # 03 io'2. Ci
- 2. SQRT Forms for completed items These are being sent with every transmittel EMD # 027865 of open itemc EMD # 028847 EMD # 029929
- 3. List of equipment modi.fied or replaced The fo,llowing Equipment were modified to this Data sent to NRC date: EMD # 028847
- l. 72" Iso. Damper (VRO5YA&B)-Support - added.
- 2. Ilydrogen Recombiner (HO-01) - Piping Support EMD # 028847 i
modification
- 3. E22-F010 10" Clobe Valve -modified to meet os
! piping loads
- 4. E22-F0ll -- -
EMD # 028847
- 5. E22-F012 4" Cate Valve --
3,
- 6. E22-F023 12" Cate Valve -- '?
- 4. Results of Fatigue Evaluation 1. Fatigue Evaluation Results from analysis EMD # 028847 and test procedure sent.
- 2. PARTIAL TEST Results & report as agreed EMD # 0 34 0 2 5 between J. Sinnappan & T.Y. Chang of NRO (CIDSED)
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LASALLE COUNTY - 1 & 2 NRC SQRTA'UDIT Page 2 of 4266-00/4267-00/6093-00 . STATUS' REPORT ON OPEN ITEMS Rev.: 0 Date: 6-30-81 Item - Reference No. Equipment Data Description ACTION TAKEN t. Status 5 Impedance Test Results Complete Report on Impedance Test. EMD # 030469 Results on all tested equipment sent to NRC (CIDSED) on 6-1-81.
- 6. Results 8c Conclusions of SRV Test Program Tests could be conducted only af ter !uel loading. Results and Conclusions to be given (OPEN) at a later date.
- 7. Piping Load Comparisons for SQ?T audit items. These were sent to NRC thru our transmittel EMD # 027865 dated (CLOSED)
- 8. IIPCS 4" Cate Valve (E22-F012) Valve modified to meet piping loads. EMD # 028847 j
Modification details sent to NRC
, (CIDSED)
- 9. tilR lleat Exchanger ( E12-B001A/B) Details & Results of analysis on Ri!R Heat EM3 # 028847 Exchanger Internals & Nozzle Loads Verification
~
(CIDSED ) a) Need Analysis for lleat -Exchanger sent te NRC internals, ' b) Nozzle . loads verification.
- 10. ASIV Leakage Control System Exhaust Blower Impedance Test Results Verification sent to NRC EMD # D30469 E32-C001 (CLDSED )-
Impedance Test Results e e
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LASALLE COUNTY - 1 8 2 NRC SQRT AUDIT Pago 3of I266-00/f1267-00/6093-00 l STATUS REPORT ON OPEN ITEMS Rev.: 0 Date: 6-30-81 Item , Reference No. Equipment Data Description ACTION TAKEN & Status
- 11. 18" IIPCS Cate Valve Ee2-F015 Piping loads & accelerations comparisons. EMD # 027865 i Provide Comparison of piping loads with loads sent to NRC (CLOSED) l used in analysis. '
12 12" IIPCS Cate Valve 822-FON Valve tuodified to meet piping loads. EMD # 0310 7.63 i l Modification Details sent to NRC EMD # 028847 (CLOSED) 4 13. RCIC Pump E51-C001 Nozzle loads fron: piping analysis sent to NRC EMD # 027865
- Require nozzle loads from piping analysis Data on Coupling sent to NRC EMD # 028847
- Interagtion between Pump & Turbine -
(CLOSED) .
- 14. SLC STORACE TANK C41-A001 Additional Calculations & Nozzle Loads data EMD # 028847
- Field mounting condition sent to NRC EMD # 027P65 (CLOSED )
15 Condensing Chamber B21-D006 Additional Calculations sent to NRC EMD # 027865
- Calculation for Tees & Reducers. (CLOSED) e 9
S 4 m e e a was.m a% e-o = m en, a. e a. m. p.es. ..
LASALLE COUNTY - 1 & 2 NRC SORT ' AUDIT Page 4 of 4266-00/4267-00/6093-00 STATUS REPORT ON OPEN ITEMS Rev.: 0 Date: 6-30-81 Item - Reference ^ No. Equipment Data Description ACTION TAKEN , Status i 16 Level Indicator Switch (159C4384); The switch that chattered was relay actuated.
, ITT Br.rton # 288A The snap actuated switch did not chattered.
Repott indicates that one of the switch I chattered during test. ' GE has verified that all switches used in LaSalle
, are snap actuated and not relay actuated. EMD # 03102 6 CE lete.er sent to NRC (CLOSED)
- 17. SRM& IRM Panels '(II22-P030,31,32 & 33) Impedance Test Results sent to NRC
-Provide Impedance Test Results. EMD # 030469 (CLOSED)
- 18. SCTS EQUIPMENT TRAIN ( IVGOLS) Nozzle load Cales, sent to NRC
-Provide Nozzle Load Calculations EMD # 028847 4
-Impedance Test Results Impedance Test Results sent to NRC EMD # 030469 (Clos 2D) 19 2" A.O. ' Control Valve { E51-F025) TRS sent to NRC EMD'O 028847
- Provide TR$ *
,- Provide Nozzle load Comparisons N.L. Comparisons sent to NRC i EMD # 027865 (CLOSED )
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s 5 gg LASALLE COUNTY - 1 & 2 Nac SORT AUDIT Pagu 4266--00/4267-00/6093-00 CTATUS' REPORT ON OPEN ITEMS Rev.: 0 Date: 6-30-81
~ - --- -
l I jItem , Equipment Data Description
,. Reference No. ACTION TAKEN &
Status g l 20 SGTS Primary Supply Fan ' IVC 01C) Imp. Test Resu.Its sent to NRC.
- Provide Impedance Test Results. EMD # 030469 (CIDSED )
- 21. 72" Iso. Damper (VR05YA 3)
Duct Analysis Data sent to NRC EMD # O28847
- Provide Duct Analysis Data (CLOSED) l
- 22. SCTS Control Panel (PLI7J)
- Provide Impedanch Results to justify Imp. Test. Results with justification sent EMD 6 030469 single . frequency testing .
. to NRC (CLOSED) ,
23 Post Loca liydrogen Recombiner These calculations sent to NRC EMD # n28847
- Provide Nozzle load Calculations. (CIDSED )
- 24. IIPCS Oil Storage Tank ( D002T) Reference for Stress allowables sent to NRC EMD #'028847
. - Provide. Stress allowables & Calculations (CLOSED) b e
e S e = wA .e e a e = w eas .e . me.a, . =. e e.- *
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LASALLE COUNTY - 1 & 2 NRC SCRT AUDIT Page 6 of 4266-00/4267-00/6093-00 STATUS REPORT ON OPEN ITEMS Rev.: o Date: 6-30-81 p_ . _ __ __ Itera
- Reference I g,g , Equipment Data Description ACTION TAKEN ,
- y Status t
- 25. Rosemount Differential Pressure Transmitter TRS sent to NRC EMD # 03102.5
- Provide TRS (CLOSED)
~~
i . l 26 Valve Flexibility Study to show adequacy of amp. f roposals of Flexibility Study sent to NRC EMD # 028847 i factor of 1.5
. Results of Flexibility Study sent to NRC EMD #
(CIESED), 4
- 27. Limitorque Motor Operators New Testing under progress Tes Procedure enclosed
^ EMD # 03 i O*2. 5
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, LIST OF OPEN ITEMS I. BOP Equipment None i
II. NSSS Equipment a) Testing scheduled in the near future .
- 1. Level Indicating Switch ITT Barton # 760
- 2. Square Root Converter # 136B3051
- 3. Flow Summer # 136B3088
- 4. Transducer Power Supply # 136B3058
- 5. Solenoid Valve # HT832322
- 6. 2" Globe Valve # 21A1750
- 7. Valve Preamplifier # ,163C1263AA
- 8. WRM-MSV Startup Intermediate Range Monitor # 368X102AA
- 9. PWR Neut Monitoring Instrument
- 10. Indicating & Trip Unit 'GE'
- 11. Log. Rad. Monitor # 807E228 -
- 12. Sensor and Converter
- 13. Flow Switch ITT Barton #.289A
- 14. Temperature Element 'PYCO' .
- 15. Time Inditating Switch ' Eagle Signal' # HPS
- 16. Flow Transmitter 'S&K' -
- 17. Time Delay Relay 'GE' # CR2820
- 18. Contractor 'GE' Model CR105/205
- 19. Switch ( Cutler Hammer' # 102507 b) Testing completed. Report not received.
- 1. Pressure Switch 'farksdale' # BIT - M12SS 2.* Vacuum Switch 'Barksdale' # DIT - 418SS
- 3. Pressure Switch ' Barksdale' # PIH- M340SS
- 4. Level Ind. Switch 'Yarway' # 4418C. .
I
l l
;ALLE COUNT. * *
- iject # 4266-10/4267-10 .
. Pr.gs 5 NSSS EQ8IPMENT QUALIFICATION Rev.,_I4 _
LIST OF OPEN ITEMS -- . .. Date 6-20 -1981 EQUIPMENT DATA QUALIFICATION /
'EM HEMARKS to NUMBER REQUALIFICATION NAME LOCATION STATUS g
l . Main Steam Supply
- Analysis completed l Region .
, 1. B21-F013 6X10 Relief Valve ' CROSBY' Documentation completed. Completod. PC-5 SQRT Forms completed. - I i Model # llB65-DF .
# 22A6441 . .
B21-F022 Main. Steam Isolation Region' Ana}y' sis completed.
- 2. & 26" Globe Valve 'Rockwell' '
PC-5 B21-F028
- Documentation completed.
1612 JMNTY
- SQRT Forms completed.
j d'732E 150K Completed. i i *
, Mounted on . Existing Test heport not OPEN.
l.. 164C5359 Pressure Switch 'Barksd410' Local Pands adequate Retesting Completed. in licactor Report yet to be Model# BIT-M128S - Building - Received.
, OPEN' *
- i. 159C4383 Level Ind. Trans. Switch ,
*ITT Barton' --
I Retesting Schedule-Model # 760 l t
-5 159C4445 Level Ind. Switch "Yarway' OPEN Model # 4418C --
Retesting Completed. (Reportyet to be, Received. I i
) ;i 4
j.a. 163C1855 Vacuum Switch ,'3arksdale'- . Model # DIT-H18SS --
.l <
145C3046 ' 4 q ,
. q i I j
- <~
^ SALLE COUN~l.
.2 Pr.o 32 oj ec t # 4266-10/4267-10 NSSS EQ IPMENT QUALIFICATION . . Rev. 4
! LIST- 0F OPEN ITEMS . Dato 6-20 1981 l . EQUIPMENT DATA -
- TEM ,
QUALIFICATION / - ItEMARKS i No UUMBER REQUALIFICATION NAME LOCATION STATUS g , 4 l l . l7 B33-K606 A/D Square Ro9t Converter,# 136B3051 Mounted on Existing Test Report OPEN j & . 1anel Retesting scheduled, j B33-K608 A/D Part of Flow Unit # ??lE392 til3-P608 not adequate ", t Aux. Bldg.
. El.768'0" - .
? I B33-K607 Flow' Summer
- i8 ASB # 136B3088 .
l Port of Flow Unit - 1 0 791E392 -- + - - j Transducer Power Supply .
.# 136B3058 l9 B33-K610 Part of Flow Unit **
- , # 791E392 ; .-- --
l t l Region Additional Analysi's completed COMPLET'ED
~
] 10. C11-D001 flydraulic Control Unit ' RB-8 SQRT forms completed . i
. El. 740' , - . ! I -
I -
- 11. Cll-F009 Solanoid Valve 'ASCO' , Region Existing Test Report OPEN
) Model # llT 832322 l ,
RB-5 not adequate Retestlng scheduled.
# 21A9317AC . -
] .
i I 1 k i 12. Cll-F011 2" Globe Valve, l
- i ,
# 21A1750 P002 '
'llammel Dahl* with NEMCO ' . --
Limit Switch St.-3C-B2 l { At:t /tign Actunt or 3 'ia2 - t
* " U .
TLLE COUNT'.
'pn g,' . S Ject # 4266-t0/4267-10 USSS c.QNIPMEh"P QUALIFICATION Rev. 4 LIST OF OTEN ITENS Date 6-20-1931 ,
- e EQUIPMENT DATA .
QUALIFICATION / . Ita:Altgs '" REQUALIFICATION- ' ~ 3 NUMBER NAME LOCATION STATUS l ,
' Region- Requalification completed. '!
Valve, Cdide Tube PC-1 Documentation completed. Complet,ed.
- 3. C51-J004
'CE' # 136B1302C002 SQRT Form completed. ,
# 175A9755 I l
s . t Voltage Preamplifier . dn Local
'CE' # 163Cl263AA Panels New testing to be done OPEN 4 C51-K002 A/II -
Retesting Model # 828E309AA' il22-P030,
- 31, 32 & ..
scheduled
. 33 .
1 - WRM-MSV Startup - CR-1
- s 5.- c51-K601 A/fl Intermediate Range Monitor On Panels ..
'CE' # 368X102AA -
Ill3-P635 - -
. lil3-P636 . .
PWR Range Neut. CR - 1 e .6. C51-K605 ' "- "- A/tt, J/N, Monitoring Instrument On Panel - - R/z til3-P608 - Indicator & Trip Unit 'CE' CR-1 xisting Test Report not + L7. 129B2802 "d*9"*'* "- lil3-P635 , 1 1113-P636 Log. Rad. Monitor 'GE' - 8 # OC007 j ,u, ., D18-K610 A/D - - M'odel # 807E228 , - l
, . v g
SALLE COUNT'. 2 png 'M oj ect # 4266-10/4267-10 NSSS EQ IPMENT QUALIFICATION . ' Rev. 3 LIST OF OPEN ITEMS Date 6-20-1981 t EQUIPMENT DATA - QUALIFICATION / - REMAR!'S IEM - No g REQUALIFICATION NUMBER UAME gLOCATION g STATUS local. Existing Test Report not OPEN 9 194X9276016 Sensor d' Converter 'CE' Mcunted adequate Retesting scheduled Region RB-2
- E1.790* _
Reactor Analysis completed. O. E12-C002 A/C RilR Pump / Motor . , Bldg. Documentation complated. Comple ted.
, t 21A9243CL E1673'4" SQRT Forms completed. _
4 . l .- 145C3008 Flow Switch Mounted Existing Test Report not ' OPEN ITT 'Barton' ' On Local adequate Retesting scheduled
.Model # 289A ,
Panels ,
. OPEN Pressure Switch ** '"E 1"
- 2*
- 159C4606 -
e B'arksdale ' --
" . "E Y" " "
received.
. Reactor Analysis completed
!3. E22-C001 HPCS Pump & Motor Bldg. Documentation completed.
'Ingersol Rand' El.694'0" s SQRT Forms complete,d.- < Completed .
# 21A9243CK -
E22 S004 , ;,. . Aux. Bldg. Review completed. . , 14 SWCR Elec. Metal Encl'osure El.687' [' Documentation completed Completed. SQRT Forms completed.
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.SALLE COUNT. .2 'o.) c c t # 4266-10/4,267-10 - NSSS EQdIPMENT QUALIFICATION . Rev. ( 6-20-l'35 LIST.OF OPEN ITEMS Date EQUIPMENT DATA - QUALIFICATION / - It!TARRS '.T EM REQUALIFICATION ' Mo NUMBER t!AME LOCATIDN g STATUS , Eng. Cen, For HPCS Sys. , Aux. Bldg. Complettd.
- 25. E22-S001 # 21A1872AB El.768' Additional Analysis done. Completed.
Documentation completed. " SkRTFormscompleted.
^
- Locally Additional testing is OPEN 26 145C3224 Temp. Element . mounted on planned Retesting
. 'PYCO' Walls - -
scheduled. 5
# 102-9039-11-00102
~
' OPEN'
. Existing Test Report not^*
2 7 .' 145C3043 Time Ind. Switch Mounted on adequate Retesting
- ENGLE SICNAL
- Local
- scheduled.
# llP5 ,a Panels
- i o *
- I 163C8338 Flow Transmitter Local .
28
- S&R Inst.' mounted on. Additional testing in planned OPEN Retesting scheduled
# 20-9651-8551 Pipe I l .
i .. Flow Transmitter Mounted on
- 29. 163C8339 S&ld Inst.' l 1.oca l -- --
# 91X-16-4-20 Panel . - ,
, it22-P073 j-RClc Turbine Reactor -' New Test Report Received. COMPLETED
- 30. E51-C002 ,
Uld E' 1 SQRT forms completed 201 M - j l Terry Model # CS-2 El. 673 a
u r .
'. y . A
- ALLE COUNn.' ! .
,. Pngs 6-
,. ject # 4266-10/4267-10 NSSS EQ IPMENT QUALIFICATION . Rev. 4 i LIST OF OPEN ITEMS Date 6-20 19S1 4 EQUIPMENT DATA - QUALIFICATION / - ItEMARKS ' 'Eh! REQUALIFICATION-fo NUMBER NAMC LOCATIdN STATUS I l: Analysis completed.
- 31. F21-E003 Refueling Platform Equipment Refueling Completed.
# 762E897C001 Floor Documentation completed.
El.843' SQRT Forms completeC.
- - IEcal Analysis completed.
- 32. 145C3227 Flow Element ,
mounted - rocumentation completed. j Vic. Simms/ Daniel SQRT Forms complet,ed. Completed. i . 3 3". 145C3035 Time Delay ' Relay,'CE' On Main Rete' sting schedoled. ' OPEN ', Model # CR2820 Control Retesting scheduled. Panels 3 Contractor 'CE' e f 34. 145C3209 - , Model CR 105/205 --
.a. -
, ,, _u. -
q i . t i
- 35. 145C3230 Switch ' Cutler llamaier' Mode 1 # 10250T --
! . \
4 4 [ 36 163Cll66 ,. Test. results obtain.ed from CE COMPLETED l CDF Relay --
,) Test procedure adequate. ,
SQRT forms completed d
y----- -
! I l
.r
. 1
'ALLE COUNTi .2 Pn Ct. __ 7
- .j ec t # 4266-10/4267-10 -
NS$$ EQUIPhENT, QUALIFICATION -
. Rev. 4 LIST OP OPEN ITEMS - . Dato 6 1981 EQUIPMENT DATA - .
QUALIFICATION / - ILEMARI'S
'EM REQUALIFICATION
!lo NUMBER NAME LOCATION g STATUS , Mounted Test resi.its obtained fron CE COMPLETED ' 37 163C1175 IJCV Relay On Main Test pTocedure adequate. * . Control SQRT forms complated Boards *
- 38. 163C1187 CEA' Re lay ,
f . . j - .
.. s 39, 163C1197 't!EA Relay
- I .
i . l j l . i . i . . l i l a u l,, .
> 4 i );
J 1 i
gm, .
*N ALLE COUNTL Page ',
ject # 4266-10/4267-10 BOP EQUIPMENT QUALIFICATION- Rev. 4 LIST OF OPEN ITEMS Date 6-?O 193L . EQUIPMENT DATA QUALIFICATION / REMARKS
~'
EM i REQUALIFICATION o NUMBER NAME LOCATIO T STATUS 1 E51-D300 ' E12-D301 A/C Suppression Pool Suction Strainers Reactor Completed . L. E21-D302 Cont. Documentation completed Completed E22-D302 El.735'O" SQRT Forms completed
- W Aux.nldg. Completed -
APG2E 6.9 KV Switchgear El.710'6" SWRT forms completed Completed
- 1. ,APOSE ' ~1rr Imperf Al Corporation' Reactor AP09E El.786'6"4 APOLE 820'6" .
Aux. Bldg. .
- 3. , AFC4E 4.16 KV Switchgear El.710'6"A AP06E ' ITT Imperial Corporation' . /31'6" --
I e - 4 Several IAV overcurrent Relay 'CE' On 480 V New test completed. Model # l?. LAC 60813A Subs ta tions Documentation completed. Comple ted Aux. Bldg. SQRT Forms. completed. ' ~. j El.710'&731 TRS yet to be received but
, ua witnessed the test.
IAC overcurrent Relay 'CE'
;5 Scve ral Model # 121AV69AIA I
- g r - -
'f. 5.m rt2 Ir:4 :ial tt sfc ca r
- 2 ' .
j , Model JVP-1 --
\
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e -. 4SALLE COUNI ?.2 E
. Pag roject # 4260-10/4267-10 '
BOP EQUIPMENT QUALIFICATION Rev. A LIST-OF OPEN ITEMS Da te 6 1931 - EQUIPMFNT DATA QUALIFICATION / REMARKS ITEM
~
REQUALIFICATION No NUMBER NAME LOCATION STATUS On 480 V New tes t completed.
- 7. Several JAll-O C.T. Subs ta tions Documentation completed. Completed
'CE'
~
4 Aux. Bldg. SQRT Forms completed. 837 X 62 El.710' & TRS yet to be received but we , 731 witnessed the test.
~
New Test completed. 8 Several Circuit Breaker Doc.umentation completed.
,CE, KA - 2A-50 ,,-
C mpleted SQRT Forms completed. Electronic Operator ! 9. Several Circuit Breake'r *
'CE' KA-2A-25 Electronic & Mechanical I -- --
Completed Operator i t l , 250V.D.C. Dist. Equipment Reactor New test completed. Completed .
- 10. . DC06E ' SYSTEMS CONTROL CORPORATION' Bldg. SQRT forms completed. -
694'6" I I 11* VP02CA # *^#Y " * " " * ' "" #* * "* " Supply Fan Safety Lelated Closed l " VP02CB ' JOY MFO.CO' -- t i-- R tor Completed Completed - l PL76J Pri. Cont. Ilydrogen und Oxygen
- 12. 1 PL77J monitoring panels El 761'0" .
i
,r x
- ASALLE COUN. 62 Pat l.
3 roj ect J 4266-10/4267-10 BCP EQUIPMENT QUALIFICATION . Rev. 4 i LIST OF OPEN ITEMS Dcte 6-20 1981 .
.m.
EQUIPMENT DATA QUALIFICATION / P.EMARKS ITEM f REQUALIFICATION-i No NUMBER NAME LOCATION ' STATUS 13 PLCIJ Cont. Mon. Valves Aux.Bld8. New Tests Cornpleted Completed 4 Relay Panel El.710'6" SQRT Forms completed
\
- 14. PLc2J "
-- .". _a_ , , .u_
4 t
- 35. VC0lJ SGTS Junction Panel -
" .a.
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- e ,8 4
- m g 43 4
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- I 1
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l
.J SORT Forms For Recently Completed Items
- 1. Hydraulic Control Unit - Cll-D001
- 2. RCIC Turbine - E51-C002
- 3. CDF Relay - 153C1166
- 4. LJCV Relay - 163C1175 -
- 5. CEH Relay - 163C1187 *
- 6. HEA Relay - 163C1197 *
- 7. 6.9 KV Switchgear 'ITT Ir.perial Corporation' AP02E, AP08E, AP09E, AP01E
- 8. 4.16 KV Switchgear 'ITT Imperial Corpobation' APO4E, AP06E .
- 9. 250 V.D.C. Dist. Equipment, DC06E
- 10. Primary Cont. Hydrogen and Oxygen Monitoring Panels PL76J, PL277J and instruments mounted on panels.
I
y . LA SALLE NUCLEAR STATIONS'
UNIT 182 NSSS EQUIPMENT QUALIFICATION
SUMMARY
EQUIPMENT NAME: Hydraulic Control Unit, Control Rods Drive EQUIPMENT NO: Cll-D001 w LOCATION: Reactor Building 761 ft.
@ ACTIVE CPASSIVE EQUIPMENT CLASSIFICATION:
Aralysis QUALIF1 CATION METHOD: QUALIFICATION DOCUMENT
REFERENCES:
I
, 1. G.E. documents #22A4318 (Withdrawal Riser Stress Analycis) l
- 2. G.E. documents #22A4317 (Insert Riser Stress Analysis)
! 3. G.E. dccuments #383HA853 Rev. 0 (Seismic Report of HCU) '
- 4. G.E. document #384HA183(Tast procedure and data sheets)
I
- 5. Additional finite element - analysis
{ 6. ~ 7. g,
- 9. .
10 . ~ i LOAD COMBINATIONS CONSIDERED IN QUALIFICATION: SRV # N ALL-TQ ENVELOP
- 1. htormalOperatingLoads+OBE+ ASY-TQ ,
ENVELOP:
- 2. Normal Operating Loa'ds + SSE + COLEVY-2+ SRVggy;TO + SRVALL-TQ SRVggy_g + SRVALL-TC ENVELOPi
- 3. ' Norma 1 Operating Loads + SSE+ Chugging +
, 4. Normal Operating Loads + SdE + PT
- 5. Normal Operating Loads + SSE + COLEVY-1 j QUALIFICATION:
PREPARED DY: M Date , Date SARGMTP;m'jDY fi REVIE:lCD BY: mowesamma j i A?? ROVED 'Y: Date c .cy.o
,o, - - - w w -v--wr,-,-w+-n-,,ow--- - -
1
= )
i
. . 1 QUALIFICATION SU51ARY Qualification Method:
The intent of the detailed analysis is to assess the Structural adequacy of Hydraulic Control Units for control rods drive (HCU) lesign when subjected to static, seismic and various pool hydro-dynamic loads. The load combinations used are listed on Page 1 of this SQRT form.
~
A three dimensional finite element model is developed representing the actual field moun*ing conditions of the units. The model used beam elements and lumped masses to realistically distribute masses and stiffnesses of actual units. The geometry, mass distribution and material spec. are obtained from manufacturer supplied drawings of the HCU or from the actual measurements in the field. Same model was used for static and dynamic analysis. Static analysis consisted of dead weight of various components. Dynamic analysis was performed in two stages. First eigen-valves and eigen-vectors were extracted
- using subspace iteration technique with STRUM sequence check. The cut off frequency was selected at 65 Hz. Total 17 modes were obtained with lowest natural fr'equency of 13.35 Hz. The eigenvalves and eigenvectcrs were saved on permanent file for further analysis.
I In the se 7nd stage of dynamic analysis response spectrum method was used. The input consisted of response spectra for the reactor building at elevation of 76[ ft. where the HCUs are located. The load l combinations used for the~' resp 6nse spectra are same as referred above. The same horizontal response spectra was used for NS and EW and this was conservatively developed by enveloping NS and EW curves. Output'for static analysis consisted of forces and moments at the ends of beam elements and static displacements at every node point. , Response spectrum method yielded dynamic forces and moments using SRSSl displacements of all modes, except for closely spaced modes (i.e., withbl0% of each other', which are added absolutely. The maximum g- , valves at every node peint (based on SRSS displacements of all nodes), l SRSS displacements as well as individual dynamic displacements at all node points were listed. I An absolute sum of forces and moments for static and response spectrur anatysis was used to conservatively calculate stresses at all critical locations. The calculated stresses were compared and found to be within allowable limits. The allowable stress criteria is i same as specified in MSS-6.2 (Standard Specification for Seismic Qualification Criteria for Category I (Essential) Equipment Installed In Nuclear Power Plants). The finite element model, comparison of calculated and allowable ! stresses along with the response spectra used in .. SARGEUT E LUilDY l l analysis are attached for reference.
Reference:
EMD File No. 030482 MQ
- ena ~.ouud l
~
E -- - Qualification Surrurf of Ecuirrnent . Plant Name: LaSalle County Type: I.
- 1. Utility: Commonwealth Edison PWR General Electric BiR X
- 2. NSSS:
- 3. A-E: Sa* gent & Lundy j 6 r
- 11. Cmponent ?&re Hydraulic Control Unit, Control Rod Drive l
- 1. 2 del PArrber G.E. Drawinc 4781E500 Quantity: I 6* /*n}
- 8
- 2. Vendor General Electric [
- 1,
^
- 3. If the ccrtronent is a cabiret or panel, name and hodel !b. of the devices incitried: N/A l
j 4. Physical Eescription a, Ifpearance See attached drawing l l
- b. Dimensions See attached drawing of HCU
- c. Weight. 785 lb Location: Building:
Reactor Building i 5. 761 ft. } Elevation: ; I
- 6. Field m unting Ccodi:. ions IX] Solt (!b. 4 , Size 5/8")
For each Unit [ ] Weld (Length ) [ ] .
- 7. Natural Frequencies in Each Direction: Sea attached sheet S A if, ,
bl: h2: V:
- 8. a. Functional
Description:
Systen is required to quickly! shut down reactor in emergency (SCPRI) by inserting
- b. Is the equiprent requSY.Ecrk fbot starxiby[ ] Cold Shutdown
[/]Both Post LOCA
- 9. Pertirent Reference Design Specific at (X)icns: J-250n i
i Pcference: DL File No. Q30482 SARGEllT t LUflDY li' s~amaanau. - 4. g ,
-p,-------~ _ - :. _ - . - _ __ _ _ _ __
_ _ _ ____ __ _ _ 7 i Ill. Is Ecuitrent Available for Insrecticn in the Plant: [)() Yes []tb J Cbrments: IV. Equiamnt Qualification Methcxl: Test: Analysis: X I 1 Otmbination of Test and Analysis: I 'Ibst and/or Analysis by Sarcant c 7 m av I (na:re of ~Ccrpany or IS cratory & Fe;x]rt !b.) i V. Vibration Input:
- 1. rmd< considered 1.[ ] Seismic only 2.[ ] Hydredynamic only 3.[] Explosive ',1 only p 4.[ ] Other (Specify) 5.[X] Qrbination ofl&2 i
- 2. Pequired Pesponse Spectra (attach the graphs):
See attached curves 1 3. Pequired Acceleration in Each Direction: See attached sheet #B i hl = h2 = V= l VI. If Cualificaticn by Test, then Ccrolete: N/A
- 1. [ ] Single Frequency [ ]Wlti-Frequercy
- 2. [ ] Single Axis [ ] m iti-Axis
- 3. ' Prequency Par @:
- 4. TRS enveloping RRS using Multi-Frequency 'Ibst{ ] Yes (Attach TPS graphi I J tb
- 5. g-level 'Ibst at h1 = h2 = v=
- 6. Iatcratory Maunting:
- 1. [ ] Bolt (tb. , Size ) [ ] Weld (Iangth )[ ]
- 7. Ebnctional operability verified: [ ] Yes [ ] No [ ] tbt Applicable b
- 8. Other tests perfonted (such as fragility test, including results)
' d
,q SARGEi1T !; LUi;DY hl Feference: DE File !b.0 30 4 8 2 -s N o: eve a saou q 4 c-c..; ,
%m b s,.m , m e --, . ' _ m.m- me Na -_.-m n m , . u.- ,,.-1.m ,,m m . _ ._, . y==,m m .
- a. _ __ __
. \
l e VII. If Qualification by Analysis or by the Cmbiraticn of Test and Aralysis,thc , 0xplete:
- 1. Description of Test including Results:
- 2. Method of Analysis: .
[ ] Static Analysis [ ] Equivalent Static Analysis [ ] Dynamic 1 I [ X) Response Spectn:m [ ] Time-History
- 3. mdel Type: [Xl 3D [ ] 2D [ ]1D
. [X] Finite Elarrent[X JBeam [ ] Closed Form Solution!
i
- ~~
- 4. [ ] Cocputer Codes: SLSAP Program # 0 9 713o - 6 6 Rev.2. i Frequency Range and No. of ::cdes censiderai:
[ ] Hand Calculations
- 5. Da:rping: 2% SSE, 1% OBE
- 6. Support Considerations in the r:cdel:
- 7. Critical Stnactural Elerents: Coverning Seismic 'Ibcal Stress !
A. Identification Ircition Pastense Cct.biration Stress Stress Allcwable ! See attaehed sheet iC I l Effect Upon Functioral B. Max. Deflection Ircation Ocerability HCU has no moving or rotating components with specified ) clearance for functioning. None of the displacement is i found to be too critical to adversely affect functional operation. j (
- d1
! Faference: DD File No. 030482 SAfiGEijT LIJTJDY !M1 ! I R NQiNa ssasi l 1 _ _ - _ _ _ . _ _ -_ ..... . , , , , . . . . T_.m ; l
s FREQUENCIES AND MODAL PARTICIPATION FACTOR: g.
- Mode No. Frequency Modal Participation Direction (Hz) Factor 1 13.35 1.985 Horz. X 2 15.84 -
-0.063 Horz. Z 3 16.99 0.2116 Horz. X 4 19.30 0.763 Vert. Y 5 19.48 0.6619 Horz. Z 6 27.69 1.983 Horz. Z 7 32.36 0.903 Horz. Z 8 34.52 -1.633 Vert. Y 9 35.62 0.5685 Horz. Z 10 41.77 0.2845 Horz. X 11 46.04 0.2883 Horz. Z 12 50.36 0.8601 Horz. Z
~
13 53.38 -0.273 Vert. Y 14 57.58 3.857 Horz. Z J 15 58.53 -2.065 Horz. Z 16 62.63 , 0.2596 Horz. Z. 17 65.47 -0.7204 Vert. Y
~
Ref. EMD File 030482 Sheet #A l
. _ m , - - , . - _ _ . _ _ . . . _ . _ , _ , , . . _ . . _ _ -.-,.,._,__ .-...,. _ ,,,- ,. ._ ,.__. . , , , _ . . - _ , . . ~ , . - _ . , , , . , _ , . _ _ , ,, . , , , _ , _ , , _ . . . , , , , -
NODE POINTS WITH HIGHEST G-VALVES. I X-Y- Z-Node Point Dir. Dir. Dir. 28/106 Bottom of N 2 -Gas Bottle 1.15 1.07 3.24 3.6 27/105 Bottom of Hydr.Accum. 1.32 1.32 4.39 4.77 26/107 Bottom of N 2 -Gas Bottle Hydr. Line 1.4 1.08 4.94 5.24 25/108 Bottom of Hydr. Accum. Hydr. Line 1.4 1.32 4.79 5.16 A r' t l l l I Ref. EMD File 030482 Sheet IB
. o ?
COMPARISON OF ACTUAL AND ALLOWABLE STRESSES:
^ ACTUAL STRESS COMONENT M ER M PRINCIPAL STRESSES, PSI
( )
- l. Main Frame A-53 Tensile 17,533 24,500 .
Shear 8,975 14,000
- 2. Bottom Brace on A-36 Tensile 14,015 25,200 Main Frame Shear 7,468 14,400
- 3. Middle Support A-36 Tensile 7,790 25,200 Angle on Main Shear 5,757 14,400 Frame .
- 4. Hydraulic Tubing A-36. Tensile 15,743 25,200 Shear 8f 013 14,400
- 5. Pressure Line A-36 Tensile 20,976 25,200 (1.350 0.D.) Shear 10,570 14,400
- 5. ~ Angle A-36 Tensile 18,433 25,200 Shear 9,257 14,400
- 7. Pressure Line A-36 Tensile 23,300 25,200
(.84 O.D.) Shear 11,802 14,400
- 8. Bracket: Gas A-36 Tensile 22,351 25,200 Bottle / Main Shear 11,214 14,.400 Frame l
l Ref.: EMD File No. 030482 Sheet iC
l Calc. fio: EMD s ! SARGEflT o lutiDY _ aey... f o ome;-+9 j
-- a m oine r n et. e cm.caoo pgl g C., c > A- cf _ _ _
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' REACTOR BUILDING-ELEVATION : 761,' Vertical Slah ___ _
l .. . f nvelcP c{ I l _ __(a) M>s. wm el cas 6o4-ca w, Ni)+ Env.e([nvy(sgu *) + SRVgss-gogd) e l-- 1 % clepios (b) S S E. +. C o t sy y _ : (C) SSE + Cot.g,vy.q + Enw)op c[(SRA.ut SRVAsy) ,2% damping i (d) SSE + Caug + Ertvel.p ej(SRhu e SRV ny) e
. SARGENTal. UNDY
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.1
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r ! . 3 '~ Pzw. sr. I REACTOR DUILDING-ELEVATION : 7_6.l' . - . - _ _ . . . -. Horizo.ntal - g Envetes l . m) 'Ab. %m <{ ceE(to4 oti VW,tu t) + Env. c{ (Suu (SA-no e..v.vd) o + '5 Rv^4(ss,euo vw; e v. o
- I '4 co. aping
! (b) SSE + Ce t.tyv-t ' i (c) Sst + CO t.uY-2 + Envel*P c{ (SR !4s.t + SRvxsy) , 2.7, claraplog (c!) SSE i- CHoci. t. Envelep of (SRvw + sav Arv)
C1_T;T COFF.0mEALTH EDISo t Cc!!ord:Y QA.D.s.S.T.:.J e,
^r g pV1 a.h.M?. PGO. T _IA etc ? co"m - t u,JC K].,1@ N:@
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1 I i LA SALLE NUCLEAR STATIONS
- UNIT 18 2 NSSS EQUIPMENT QUALIFICATION
SUMMARY
EQUIMENT NAME : RCIC Turbine m.,,,
~~~ -...
EQUIPMENT NO: 1,2ESl-C002 l I LOCATION: Reactor Building Elev. 673'-4" I O PASSIVE
~
EQUIPMENT CLASSIFICATION: Q ACTIVE QUALIFICATION METHOD: Test i GUALIFICATION DOCUMENT
REFERENCES:
! 1. Environmental Qualification Peport for GS-2N FCIC Turbine Electrical Accessories !
l and Electronic Control Systen: Terry Eng. Lib. #20458 l! 2. Test Specification, Terry Eng. Lib. #20397
- 3. Wyle Lab Test Report #58412. R n. B i
- 4. Review and Discussion of Test and Test ieport by Wyle Lab Terry Engineering Libra.,( #20451, Rev.1 1
l S. Post Test Inspecticn Report. , _ Terry Engineering Libra.',1 #20454, Rev. 1 I Fl l p LOAD COMBINATIONS CONSIDERED IN QUALIFICATION:
- 1. Normal Operating Loads + OBE + ,SRVASY-TQ
- ALL-TQ ENVELOP
- 2. Normal Operating Loads + SSE + CO EVY-2+ SRVASYlTO*8NYALL-TO ENVELOP:
i i
- 3. Normal Operating Loads + SSE+ Chugging + SRVASY-TQ* ALL-TQ E:NELOP<
- 4. Normal Operating Loads + SSE + AP
- 5. Normal Operating Loads + SSE + CO EVY-1 I QUALIFICATION:
Date8[//d/' n PREPAREDBY:([ ppg /a,c. Date SARGENT& LUilDY REVIEUED BY: APPRO~/ED 'v: Date T*78o* j
=========w OUALIFICATION
SUMMARY
Qualification Method:
- 1. Resonance Search Test was performed in each of the three axes over the frequency range of 1 to 100 Hz using a frequency
. sweep rate of one octave per minute. 1
- 2. Qualification Test were conducted biaxially. Subject to multifrequency random motion in one-third octave increments.
A selected 40 sec. recording of multifrequency signal was j used as the input source. 5 OBE and 1 SSE in each biaxial l Plane. Inlet and exhaust flanges were loaded during the test.
- This report qualifies the RCIC Turbine Model #GS2N. The turbine model used in LaSalle Unit- is # GS2 . This report would qualify the LaSalle Turbine if the modifications recommended by GE are carried out. (GE recommendation is attached)
.l h
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- The comparison of similarities between GS-2N and GS- 2 are also established by G.E. and reviewed by Sargent and Lundy.
l l l 1 Ref: EMD File No. 030180 SARGENT ==oinseme k LUN e - .c . o. 3
. . . - . . , _ . . . . , . , , - . . - - , . . - ~ . - - - - - - . , - - - - - - - - - - - - - - - - ~ ~ - ~ -' --~~ -~~'--'"~- ~ ~ ' * ~ ~
- ll Qualification Sunta.y of Ecuiarent I. Plant Rue: M
- 1. Utility: CECO PWR GE l
- 2. NSSS; BHR X
- 3. A-E: S&L l
- 11. Conponent Rue RCIC Turbine
- 1. htdel NLmber GS-2 Quantity: 2 L
i 2. Vendor Terry Corocration i
. i
- 3. If the cccponent is a cabinet or panel, nane and itodel No. of :
the devices included: N/A I l 4. Physical Descriotion a. Appearance See attached l b. Dinensions See attached l i l
- c. Weight 3400 lbs. 1 I
- 5. Iocation: Bui1~ ding: Reactor Building
- Elevation; 673'-4" ,
b
- 6. Field bbunting Conditions ( X] Bolt (No. 6 , Size 1") 1
[ ] Weld (langth ) l 1 [ } s 1
- 7. Natural Frequencies in Each Direction: 4 l
, hl: 16 Hz h2: V: 18 Hz ,, Functional
Description:
To drive the PCIC cur:rs, which
- 8. a.
will puhp sufficient Inakeup water to the reac+wr to pre- :l vent an excessive drop in water level, during reac*wr , vessel isolation, arc to provide shutdcwn cooling. L'
- b. Is the equipcent required for[ ] Hot Standby (X] Cold I Shutdckn
[ }Both t
- 9. Pertinent Peference Design Specifications:
I GE #21A9201AV, Rev. 4
.o
Reference:
90 File No. 030180 _ SARGENTi: LUNDY lp)
-suomen, sa
-~
--- __ m____, _.
,7 4.- epapuw)
I
I I I { III. Is Equips:ent Available for Insrection in the Plant: [X] Yes [ ] !b i l l Corments: I IV. Equi;xnent Qualificaticn Method: Test: X Analysis: Cornbination of ' Dest and Analysis: L Test and/or Analysis by Wyle Lab iseport # 58412, Rev. B f (name of Capany or Laboratory & Peport !b.) , i V. Vibration Input: p i
- 1. Ioads considered 1.[X] Seismic only 2.[X] Hydrodynamic only 3.[] Explosive -
i only , 4.[ ] Other (Specify) 5.[X] Corrbination of 1& 2 (
- I
- 2. PequLred Pesponse Spectra (attach the graphs): l i
l Attached . b ! N/A 3. Required Acceleration in Each Dirm tion: l l i n ' H hl = .12 = V-i l VI. *If Qualification by Test, then Cer:plete: ( l i l [X] bblti-Frequency l l. [ ] Single Frequency
- 2. [ ] Single Axis [x) bblti-Axis
- 3. Frequency Parg1: 1-100 Hz
- 4. TRS enveloping RFS using Multi-Frequency Test [X] Yes (Attach TPS grapb4 1 ] !b
- 5. g-level ht at hl = h2 = V=
N/A l l l 6. Laboratory > bunting: ! Similar Mountings
- 1. [X) Bolt (No. , Size ) [ ] Weld (Iangth )[ ]
- 7. Ebnctional cperability verified: [X] Yes [ ] !b [ ] Not Applicable
- 8. Other tests perfor::ed (such as fragility test, ircluding results)
't
*See F3ge 2.
Peference: DD File !b. 0 30180 SARGENT 2 LUNDY t
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VII. If wualification by Analysis or by the Catbination of Test and Analysis i Cortplete: N/A ! I i
- 1. Description of Test including Fesults:
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis [ ] Dynamic 1, [ ] Pesponse Spectrum [ ] Time-History
- 3. Mxiel Type: [ ] 3D [ ] 2D [ ]1D L
[ ] Finite Eleftenc[ ] Beam [ ]ClosedFormSolution( i
- 4. [ ] CoTputer Codes:
Frequency Fange and No. of riodes considered: 4 [ ] Hand Calculations i
- 5. Da:tping: , , _ , , , , _ _ _ _ _
- 6. Suptcrt Considerations in the model:
4
- 7. Critical Structurc ? Elements: Governing Seismic 'Ibral Stress A. Identification Iccation Fesrense Cccbination Stress Stress Allcwable :
L c I Effect Licn Functional; B. Max. Deflection Iccation Operability l l l k i 1 Feference; DD File No. 030180 SARGENT '- LUilDY !
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M NR FVMCTICM/Crt1. b b DESICE ALI.01.A8LE ?AX. 501-3 M1? tim!!1 v13TR ?!M EM tvv!ay-ex- 3 3 p -v est; tera y g attu;::: ;c.p ,*3 1 CcarTROL FAstL ror. AC:sc sts: A:::: 1.a.tcM Paaet 8271-236 75450A03 (1) 1.b.tC/1C 8271-043 75925A01 TAsts 2. tttM 1 FICVu 2.3 183 1.s.3 rop.Restst. 3270-;11 . 185 75861A01 1.d.05 Test Cass. 145 101996c 50 145 I serve 4250-190 7585&A06 -(2) . TAs.t 2. tic 3 0 325-0751: 257
- 3. ICE A8250-133 75842A02 (2) tASLt 2. ITty. 2 0-10v3C 257 0-325-OP510
- 4. sag. 1640-422 75789A06 (2) TAgt! 2, !!D1 4 > 10-CVAC II Fick-up as . *ag. 0 .2-CA Fick-up 1 003 0-10-0VA: 125 75789A03 (2) TASLE 2. l!D 4 0 .2-3A \
- 5. Coen. - 203-771 75977A02 For Speed F.C.
(2) TABLE 2. tit.9 4 0-10-CvA:
- 0. 2-CA
- 4. Ceen. 203-911 75927A01 '.
(2) TAatt 2. ITCt 4 0-10-VAC For EC1 Act. *
. 0=.2-0A
- 1. tiet. Cable 3261 75413A07 (2) TAALE 2. titM 6 0-12-3v3C 30 0 .5-0ADC
- 8. Fress.
Switch 9012-ACV3 ?!436AC2
*A3LE
. 2. !!LM 4 41 *-NC 900 ISO *
(2) 0 5-cA.DC 0-25 *F1:0
- 9. 4.7 $witca 9C12-AIV5 75835A06 (2) TA3Lt 1. titM 5 3-12*- M C 9C0 ISO 0 . 5-0A C
- 10. Teep. 0-25-C?s 3 Switch 9025-sC'4 -42 75430AC1 (:) TAALE 2. I m
- 0-1;g.cy;; 9c0 250 0 .5-Cec
- 11. Liatt L5?LA-11 75482A01 ab:00- 0*7 (2) TAsLE 2, ::ct 3 230 Switta 0-12>0'.'OC 0 .5-0A3C 900
- 12. Limit 8021-31:*41A 7590AAC4 (2) e switch ;Ast! 2. ::ct 9 3 35-cv:0 9CC ISO a
0 3-Oma4c
\ 1J. *4ch.
tadicator 183** 75965A01 (1) ;A3;t 2, :;rt to 0-1-0=ade le. Tach tadicatst 145 " 75965A02 (1) !A3;t 2 !!LM 10 0-1-548: 1.5. Tach radicator 75767AC6 (1) ?ASLE 2.17 t 13 0-1-Oise: 1858*
- 14. Seleaste 02:4 10*:75A03 (2) TABLE 2. : Ut 11 >1:0-3V;C 300 31 0-20 -3At ta rusn) 0 .5-Otha14tas)
- 17. Trip Costacter 20230:11 75477A2 25; (2) TA8LE 2. !!Dt l' 0-l'>0VOC 900 '
' 0 .:S-CAOC
- 14. Tachesetst 75754A02 (1) TA31.8 2. Im 10 Mater 0-1 4 a 50 !!!"
l (Tach) l tapuc IVAC 6400 as.
- 19. Selene'td 75791AC3 (1) *Aatz 2. Tct 13 0-12>0v;C MG 311 0 .65-:A.X CdC FA3tL3 SitA1.L It 83T10 $2C*.!Mt0UtLT.
(1) Secties 3.1.1 6 3.1.2 *:m%CT 1.n $KALL st thC F/3 82*1-590 03 !ME 51: NO PA3tL. (2) Secties 3.1.3 6 3.1.4 EECtt:1 MA3;fA07 "11U LIMIT. Ot71C1.3 OtF'st: AS 10N-t35CrT AL A30 dtt.; gg 13;10 AT "MI31 IC*F1h:" JUS. l l I t I l l l l l l I l l {
.e . a.-
n a G E N E R A%/ L O *E L"*" 3 R I C NUCLEAR POWER SYSTEMS DIVISION
, GENERAL ELECTRIC CCMPANY,175 CL9TNER AVE.. SAN JOSE, CALIFORNIA 9s125 MC 391, (408) 925-3798 - - l '
SL 2038
- May 11, 1981 -
?
Mr. A. Meligi
. Sargent & Lundy, '.nc.
55 East Monroe SLreet
- Chicago, IL 60603
Dear Mr. Melig:
SbBJECT: LASALLE COUNTY STATION UNITS 1 & 2
. LASALLE RCIC TURBINE SEISMIC REEVALUATION
Reference:
Letter, H. R. Peffer to A. Meligi, dated March 13, 1981 A report for the GS-2N RCIC turbine was transmitted to you per the reference letter for a preliminary review. The GE similarity evaluation for applicability to the LaSalle GS-2 RCIC turbine has been completed and the results follow. - In o'rder to properly support the similarity claim, submitted drawings and other design information have been extensively reviewed for identi-fying the differences between the LaSalle RCIC turbine and the turbines which were tested. Also, during several visits to the turbine vendor's i facility, detailed " bills of material" and other proprietary manufacturing l drawings were reviewed. The results of these reviews confirm that many i areas of the turbines are identical in design. There are, however, specific differences between tne turbines, some totally insignificant, such as changes in the oil well cover plate design, while others require l engineering judgment or analytical efferts to justify the claim for l similarity. These latter areas are specifically identifiad below, with justification offered for similarity claim or recommendatiens for corrective action. Turbine Alianment (Refer Turbine Outline Drawina 66781E Vs. ?G553E The LaSalle turbine uses #8 taper pins for coupling end alignment. < Design analysis (refer VPF 2757-35-1) defines these pins as adequate but marginal. The first qualification test program was conducted on a turbine using #8 taper pins, one of .,hich failed after 31 tests and an i
, ,.-r .,,_--3-. -, , ,v. - - ---v-e e -9 :M -
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e I li GENERAL @ ELECTRIC .
, Mr. A. Meligi -
May 11, 1981 ~ Page 2 accumulated test time of almost 15 c:inutes (refer VPF 3622-79(1)-2, Tab 2, response to N00-7 for more information). The turbine used in the second test program used #9 taper pins and lock plates for the pedestal bolting. No problems were encountered, but it should be noted that total test time was only 6.5 minutes (refer VPF 3622-527-1 for more information). , ACTION: Consideration should be give'n to the modification to install
#9 pins and pedestal bolt lock plates.
Upper and Lower Half Turbine Case 6
- The LaSalle turbine casings are essentially the same as those used on the test turbines. There have been minor changes in machining for improved manufacturing productivity. These changes are judged to have no effect on dynamic characteristics.
Turbine Shaft The machining of the laSalle turbine shaft outboard of the governor end bearing has minor djfferences from that on the test turbines due to different overspeed trip designs (refer section drawing 67062E vs. 99019E). These differences do not affect the dynamic characteristics of the turbine shaft. Overspeed Trio Design The LaSalle turbines uses a " disc type" mechanical overspeed trip design whereas the test turbines used a " pin type" design (refer drawing 656388 vs. 985010). l Externally, the trip assembly components ere essentially the same, with minor differences in the stem length on .1e tappet-ball holder, the connecting rod length, and the bracket '.aJign for the limit switch t attachment. 1 The major P fference is internal, i.e., the trip actuating device -- disc versus pin. As is evident from the referenced drawings, the trip devices are spring loaded, small mass components which are judged to be insensitive to external dynamic loads. In the unlikely event that an j overspeed transient cccurred simultaneously with a seismic (or other i dynamic loading) phenomena, it is possible that the actual trip speed would be icwer than design. However, this possibility would probably occur with both trip devices. ACTION: No action is deemed necessary. However, if the customer is concerned, the turbine shaft could be modified to accept j conversion to the "pir. type" trip device. l L
GENERAL @ ELECTRIC . Mr. A. Meligi . May 11, 1981 '
^ ~
- Page 3 Trip and Throttle (T&T) Valve The LaSalle RCIC turbine uses a 3" by 4" - 900# Schutte and Koerting T&T valve, with overall dimensions (inlet centerline to top) of 40k" face to face (inlet to outlet) db :..uon of 15b". The test turbines used a 4" -
190# Gimpel T&T valve, with comparable dimensions of 41-3/8 and 17-7/8", respectively (refer drawing 69-XE-41 vs,. 89621E). Review of the referenced drawings substantiates the claim for similat % y between the two valves. The only major (but judged to be incensequential) difference is that the LaSalle valve uses a GE trip solenoid - push to - trip, whereas the test turbines use a TF.rombetta trip solenoid - pull to trip. The actual trip mechanism is essentially identical on both valves. - One area which cauld not be verified in the record search was the stiffness of the spring used on the trip latch assembly on the trip latch assembly on the S&K valve. During the first qualification test program, we found it necessary to increase spring stiffness to 32.5#/ inch in order to prevent trip latch . paration during the resonance search tests (refer to VPF 3622-79(1)-2, Tab 2, response to fl00-2 for detailed information). ACTION: Verify stiffness of the trip latch spring used on the S&l( valve. If necessary, replace with a spring having a stiffness coefficient of 32.5#/ inch. Turbine Electronic Controls The electronic and electrical / hydraulic controls used on the test turbines included: Power supply (dropping resistor) - W8270-281 l Ramp generator / signal converter - W8271-083 and W8271-590 l EGM Control Box - W8271-236 l . Hydraulic Actuator - W8270-133 l Hydraulic Servo ,
- W8250-190 l Cur records indicate that the following comparable equipment has been l installed on the LaSalle RCIC turbine:
Power supply (dropping resistoe-) - W8270-281 Ramp generator / signal converter - WA8270-957 EGM Control Box - W8270-849 Hydraulic Actuator - WA8270-133 Hydraulic Servo - W8250-190 L
GENER ALM ELECTRIC Mr, A. Meligi May 11, 1981=- Page 4 Regarding the EGM control box modules, we 'had previously identified equivalent dynamic loading capabilities between Model #82'0-849 (LaSalle) and #8271-236 (tested). However, recent raview with Woodward Governor results in some reservation to this similarity claim. Reference Woodward drawing 8270-849 and 9930-147, sheet 1, Woodward has improved both the quality and +.he mounting technique for two transistors,
~
Q9 and Q10. These imprevements were made after operating history indicated that these transistors were the " weak link" in the design of the Model .
#8270-849 EGM contr:1 box. Model #8271-236 is a recommended replacement.
ACTION: MR/PO YA671 hn been released for the purchase of 2 EGM Control
, Boxes, Model ,f 8271-236, and 2 RGSC modules, Model # 8271-083 or # 8271-590, all of which have been qualified by test.
Ti.rbine 0 . .. . The turbine 01, .gng is the most difficult area to define design similarity. Unfortunately, the RCIC turbine oil piping was installed via a flow diagram only, without the use of an arrangement drawi c. As a result, each RCIC turbine has a more or less unique piping arrangement. However, each arrangement presumably has adequate support to satisfy the minimum criteria defined in the seismic analysis (refer VPF 2757-35-1). However, with the criteria for new load evaluation moving the frequency range of interest up to 60 Hz and beyond, additional piping review is recommended. l Drawings L-2041-A, -B, and -C define the piping arrangement and support i locations used on the turbines that were qualified by test. Review existing piping arrangement and support locations to ACTION: assure rigidity above 60 Hz or l ! Remove piping and reinstall in adcordance with Drawings L-2041-A, -B, and -C. l The preceding information hopefully provides the required support to the l similarity claim identified in the new load design adequacy evaluation, i.e., dynamic load capability. l 1
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GENERAL @ ELECTRIC . Mr. A. Meligi May 11,.1981 _ Page 5 Background information will be maintained in Design Record File #E51-84. Very truly yours, yLl.A7 H. R.~Peffe ; Project Manager
- LaSalle County Station Units 1 & 2
- HRP:csc/180H cc: K. Brown G. R. Crane K. Brown -
D. C. Haan-R. W. Hardy P. B. Xavanagh , B. R. Shelton R. E. Spencer
- T. E. Watts I
l l
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@ SALLE NUCLEAR STATIONS' l7 .
UNIT 18 2 - . ( - . - . g.s- . . . _ .
. NSSS EQUI? MENT QUALIFICATION SUPJ4ARY - -
EQUIP. MENT NAME : REL\Y CFD EQUIPMENT NO: 163C1166 .
=. , ,
i- . I' LOCATION: Main Control Boards in Aux. Bldg.768'0" -
-': ~ . ~ . .
=
lC , i EQUIPMENT CLASSIFICATION: O ACT!VE OPASSIVE I h QUALIFICATION METHOD: NST A- i . 3 - QUALIFICATION DOCUMENT
REFERENCES:
f, -
._ . 1 Adequacy Evaluation ,
E 1. -
. I g 2. CE Test Report. # 0246A6913 dated 9-7--73 ,
i I IEEE Proposed Standard for Seismic Testing of Relays -P501/9 dated Jan.77 j'
- 3. '
- f
- 4. GE2-6675 dated 3-20-77 ,
- 5. Purchase Part Drawing # 163C116,5 , ,
{ 6.
- [s -
7. C 8. l5 - ,j 9. - 10 . .
' ~
3 LOAD COMBINATIONS CONSIDERED IN CUALIFICATI0ft: .- - g J 1. Normal' Operating Loads + OBE +- SRVASY-T [ ALL-TQ ISW. LOP = t '
- 2. Normal Operating Loads + SSE + COggyy_p(SRV- 37;gJRV 7g ggygggp l ~
- 3. Normal ~ Operating Loads +SSE+Chugginga SRV3g7_7Q TS RV], A pgVELOP
- 4. Normal-Operat-ing-Loads +SSE + AP l .
3 S. Normal Operating Loads + SSE + CO EVY-1 l ~
- i. .
QUALIFICATION: i PREPARED BY: f[ Date $//2[l/ ,
.; 1
[ 5 REVIE..TD BY: Date 3,r g g gi,.;,3, g , l AF. 80VED Tf: n, Date
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_ j A . V .- l a QUALIFICATION
SUMMARY
I I Seismic Qualification Method: TEST-1 a) Resonance Search Test 5-33 Hz. Sweep Rate IHz/ min. b) Dwell Test at 33 Hz or at resonant frequencies. 2 minutes duration. c) Chatter Time 100 micro second.
'g' levels.
(Test Procec'ure attached) TEST-2 Broad Band- Multi-frequency Fragility Testing per IEEE Standard p-501. j (Biaxial Tes t ) l (Test Procedure attached) P SRV Requalification Method: ' Not applicable. l fy
- i t bocwne ctubm, pbl l2L A40stMed UNS'E N t' Lt
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E { ' l II I 1 i l - a J-Re f 'y f:MD F i l e No ' -
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Qualification Summarv of Eculaient j , V m, . _. . - LASALLE COUNTY 1&2 T. Plant Nam: S 1. . Utility: CECO pg L
- 2. NSSS:
GE g j SEL '
- 3. A-E:
II. Caponent N:ure CFD Relay # 163C1166 )
- 1. Fbdel hLater CFD Quantity: --
l I. 4 2. Vendor GE i I
- 3. If the cmponent is a cabinet or panel, na:Te and nodel No. of the devices included: --
5 4.
- Physical Description a. Appearance e I
- b. Dinensions 9.12" X 6.62" x 7.1" l I
~
- c. Weight l'
- 5. Imation: Building:
L cated in Main Control Boards in Aux.Bldgh
- l l Elevation; 768'0" ,
# 10-32
- 6. Field bbunting Cbnditions [ X] Bolt (tb 4 , Size )
l [ ] Weld (Iangth ) 1 () l 7. Natural Frequencies in Each Direction: -
)
hl: h2: V: J
- 8. a. Functional
Description:
High Speed differential Relays i ( for protection of generators. i l }
- b. Is the equi;xmnt required for[ ] Hot Stand!:rf[ ] Cold ,
Shutdown l (- 1 (xj gag . i ' a u
, 9. Pertinent Peference Design Specifications: l 4
i l G E ' / 43 C // 4 6, j l' J c b I ~ ~ Faference: DO File No. bb lb3II % bO.~.'OY i c N cm p..m . i
~~~~~
"'-*w . m%.w n_ w- _ _ - _ _
~
-m - wwsamspr rrr- ,.m. =.--.s- ., .. . mm, r l
i III. Is Ecuigrnt Available for Insrection in t'a r Plant: [X] Yes [ ] No
..a -
. Commnts: -
L IV. Equiomnt Cualification Fathod: Test: L .
, Analysis: t I'
- Orbination of 'Ibst and Analysis-Test 20Macake.l:yss by GE O246A6913 9-7-73 f (name of Cccpany or Iatorator'f & Peport !b.) ..
0 & GEZ 6675 dated 5-20-77 I V. Vibration Incut: - 1 s ll <
- 1. Icads considered 1.[X) Seismic only 2.[ ] Hydrotfnamic only 3.[] L'. plosive ,
[ji ! only ; d 4.[ ] Other (Specify) 5.i )Cbcbimtion of i ( . :
] .2. Required Pesponse Spectra (attach tle graphs): NA , ,
. t u_
-) 4 j 3. Pequired Icceleration in Each Direction: froa Analysis of Main Control . j Room Panels. . L ]j
- hl = 2.05 1 '
h2 = 1.379 ' V= o.99 .i . j h
; VI. If Cualificaticn bv. Test, then Ccculete: '
,. i Is * [' l. [X] Single Frequency (X] Niti-Prequency kj ] fTEST-1 TEST-2 ) j 2. [X] Single Axis j f [X] M11ti-Axis j ! 9- p j 3. Frequency Par..a: 0-33 & 0-100 Hz -}
- 4. TRS enveloping PPS using Multi-Frequency Test [X] Ves (Attach TPS grapP See chart attached. Not available. ;-.
!]2
- 5. g-lew1 Test at h1 = &c s ,. dad h2 = V=
f.
- 6. I2haratory drunting:
- 1. [X] Bolt (No. 3 , Size f* 80 ) [ ] Mild (Iangth )[ ] :
i
- 7. Functioral cperability verified: [X ] Yes [ ] No [ ] Not 14plicable .
Chatter Time Set at 2 millisecond ll
- 8. Other tests perfor:md (such as fragility test, ircluding results) ;!
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[ 1 VII. If Qualification by Arulysis or by the Ccabination of Te.st and Analvsis,thi , Conplete: p.g. , 1 1. Description of Test including Pasults: f
- 2. Method of Analysis: l I I t
[ ] Static Analysis [ ] Equivalent Static Analysis [ ] Dynamic L l Analysis I f ! [ ] Fesponse Spectrum [ ] Tim 2-History [ l l
- 3. Madel Type: [ ] 3D [ ] 2D [ ]1D I
i [ ] Finite Elemnt[ JBeam [ ] Closed Form Solutio.i t l 4. [ ] Cor:puter Codes: l Frequency Pange and No. of nodes considered: l ,.; [ ]. Hand Calculations 4 e
- 5. Danping: ,,_,_,__ _ _ , _
l 6. Support consideratic, .s in the model:
'l 7. Critical Structural Elemnts: Governing Seismic Toral Stress ; ,
A. Identification Incation Festense Cc.n;3iration Stress Stress Allceblej l! 1 { . I I r i l Effect Upon Functioral. l B. Max. Deflection Ircation Ooerability /
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! MOUNT!NG (FRONT VIEW) : l j' ., Fi g. 10 Outilne and Panci Drilling for Relay Tyoc CF012A i - ' M 1
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TESQITiiOD. 0246A6913
- CRITERIO:!: 100 MICR0 SEC. OETEC :
RELAY P0 DEL NUMBER MAX. ACCELEP.ATIC*l COMMENTS 4*gi,p y-
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$$@95' -
. _ .4 99 s
12CEHilA S 1.5g Sg ' - :
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12CFD123 0.0g 5g ' !
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o 12CFF15A N.O. Sg Sg Sg . N.C. 3.8g 1.5g 4.8g - 12CFVB11A 29 lg Sg . 4 : 12CJC15E 4.59 29 29 12GCX51 A 0.59 0.48g 0.59 . 12GES21A,
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1.19 - - - 1.19 3g [ p': 12GGP533 59 Sg 5g l
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,12IAC513 Sg 59 Sg 0
121AC56K Sg Sg Sg ' i 4 121AV53A N.C. .001g .001g .Colg - " N.O. Sg Sg 5g '
. a 12IGCVJ1 A, .--- , .lg .~ .3 g Sg
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,121dCV51A Sg Sg Sg '
~~ - . . - .
12HGV133 Sg 5g 5g i 12PVD. llc N.O. 1.4g Sg Sg N.C. 0.45; 0.33g 0.99 , , 8 12S/.M17S N.O. Sg 59 Sg H.C. Sg 5g 5g j 12SFFilA N.O. 59 59 2.6g . . N.C. 1.5g 0.75g 3g '
%e' 8 - 00 $ 0 0 0
. . . .. ,.. i i
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( _ ..02 6A5913 ' *
- 100 MICR0 SEC. DETEC .:
b, __2. TEST METH00: CRWERION: ,i i COMMENTS RELA ( MODEL NUMBER } FAX. ACCELERATION f f' . g $ . .. .
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$70 .
12CEH11A '5g 5g Sg 115 volts , 5 amps, unity P.F. , 50% restraint. Is.o offset. - 4 12CF012B Sg 29 59 2 amps thru current & 0.3 amp differential l e
' -- current. . .
12CFF15A Sg Sg $g 115 volts, 50 Hz set for 59.5 Hz. - 12CFVB11A Sg 59 59 203 volts 3 4 , f 2g 120 VAC on< polarizing coil - 5 amp on 12CJC15E Sg 29 instantaneous overcurrent. . 12GCX51A Sg 5g Sg 115, unity P.F., 50% restraint taps mho & ohm units and on mid basic chm taps. ,e ' 19 , lg 113VAC to both AC inputs, 50 Hz & 5O.2 Hz resp. 12GES21A 0.759 Sg 3.5g Sg 20SV ind 4.0 amps in non trip direction & 0.5 12GGP533 time dial. -
- 12IAC51B 59 59 Sg 50% of tap value applied to relay.
12IAC55X Sg 5g 59 50% of tap value applied to relay. Sg Sg 5g 115V 50 Hz, 55V tap - dropout set for 95% of 12IAV52A N.O. N.C. Sg 2g 59 P.U. 3g 3g 59 50% of tap value applied to relay. 12IGCV51A
' 50% of tap value - O volts on restraint unit P Sg i2IJCV51A Sg 59 p r
- 0.5 time dial.
l Sg Sg 5g 115 VAC - set for 100V dropout. 12NGV135 1.4g Sg 5g Same as de-energized. l 12PVD11C N.O. - i N.C. 0.45g 0.38g 0.9g . , l 59 Sg Sg 125v0C 12 SAM 17B N.O. . H.C. Sg 59 Sg I 3g; 59 59 115V 60 Hz, set at 59.5 Hz. F 12SFF11A N.O. N.C. 3g 1.2g Sg . POWER SYSTEMS MANAGEGT SUSINESS DE ART DT hE!!ER AL h ELECiRIC e .
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. 0 2 4"6'I T 9,1 3 ,
TEST ttETH00 FOR SEISIIC CJPAElliiY
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,., u , . . . rmtr Succ ren 3 g
, i ncvis I 1YPICAL DEVICES OF THE lCCELS LISTED HAVE EEDI TESTED UNCER THE FOLLCWING CDNDITIONS: . .
- 1. . ALL CEVICES WEPE FOU14TED IN THEiF NORtAL (REC 3 tSCED) POSITIONS. ,
~
- 2. '
A ' SEARCH FOR RESCNANCE'WAS MACE SY SWEE* LNG FfDi 5 TO 33 HElITZ AT A CONSTANT RATE OF l HERTZ PER 15 SECCNCS. .
- 3. IF RESCN!NCE VAS FOUND IN 2. AFOVE, THE CEVICES WERE TESTED AT '
THAT FRECUDICY; IF NOT, THEN TriE CEVICES WERE TdSTED AT 33 HERTZ FOR A l'ERIOD OF 2 MINUTES OR MALFLNCTICN. . )
. 11. A FAILUPE VAS CEFINED AS A ICO MICROSECCND DISCONTINUITY OF '. EITHER A N.O. OR N.C.' CONTACT.
51 REL AYS HAVING ADJUSTASLE Tib'E DlJLS WEFE ' SET AT 0.5 T.D. CR
. GREATER (if ACTUAL Sp ilNG IS NORtALLY GREATER Tria'i 0.5).
- 3. "DE-ENERGI2EC" IS CEFINED AS NO \0LTAGE OR CURF.04T A? PLIED TO THE
- RELAY. '
- 7. "94ERGl2ED !~S CEFINEO AS NORfA[. (ENGINEERING JbCGD40iT) OJ5 RENT
#10/0R \CLTAGE SED 1 EY REL AY. , . ,~s . .. . ;
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RELAYS AMD ACCESSORIES 3/25/77
- s. q wth ;- SEISMIC CAPABILITY R" viced 5/20/77 G;neral - This " SEISMIC CAPABILITY" data is based on tests conducted in accordance with IEEE " Proposed Standard for seismic Testing of Ralays--P501/9", dated Januar,y 1977 unless otherwise specified.
Relays (and other devices) have been placed on a shaker table and ' cubjected to prescribed input motions to determine their seismic ca pability. Except where no ted, all relays contain Hi-G high seismic instantaneous and/or target / seal-in units. The following comments partially explain the test methods used, and are extracted in part r from the " Proposed Standard". - (a) The FRAGILITY LEVEL shown is based on tests conducted with biaxial multi-frequency broad-band frequencies applied to the shaker table per attached Page 3. The followina is cuoted from Proposed Standard P501 (9th draf t) :
~ '
" Broad-band Multi-frequency Fragility Testing
~
?
Repeatable multi-frequency input motions shall be used in the fragility testing. It is the test's objective to ' produce a Fragility Response Spectrum (FRS) which envelopes the Standard Response Spectrum shape using a biaxial input i mo tion . '" Point A = 1.0 Hz and an acceleration equal to 25% of the ZPA. ZPA means ,2ero Period Acccleration. Point D = 4.0 Hz and 250% of the ZPA. r_ Point E = 16;0 Hz and 250% of the ZPA. Point G = 33.0 Hz and a level equal to the ZPA.
. The range of maximum amolification of acceleration, 4.0 to
. 16.0 Hz has been designed to most realistically match the range of peak acceleration input to the relays by the equipgents and panels on which they are mounted. Below 4.0 Hz, it is possible to encounter building f requencies to i as low as 1. 5 Hz. The resulting panel motions would probably be enveloped by the line AD since the amplification of panels at these low frequencies is small. Above 16 Hz, there are equipment and panel resonances, however, the seismic energy input in this range is generally reduced and, there-
- fore, the motions would probably be enveloped by the line EG."
Where the fragility level is shown as 6G ZPA, it should be noted that this represents the table limit of the test facility used. This corresponds to 15G at the peak (Points D and E) of a ttached Page 3. , i Where an asterisk (*) app 2ars opposite the ZPA values, this signifies that the testing was done to an earlier draf t of l .
. ?
GEZ-G675 Page 2 dwebp?9 {?", . 4 5/20/77 P501 in which the ~ peak (line D-E) spanned from 2.5 to 10 Hz. , In those tests,- the table limit was 4G ZPA, corresponding - to 10G at the peak. - Where the complete relay model number is shown (for example STD15B3A), that relay model was subjected to fragility testing. Following such tests, other models of that relay f amily were reviewed for electrical and mechanical commonal- , ity to the tested model. Such additional mbdels are also listed with the note "by review" in those cases in which the 4 fragility level was conservatively ju$ged to be equal or higher than the tested model. (b)- Relays in the "Non-operating" condition have tap settings, time dials, currents and/or voltages applied per P501, Table 1. . These currents / voltages are intended to simulate maximum load
- conditions or conserva.tive settings.
(c) Relays in the " Operating" condition have currents and/or - voltages applied as specified in P501, Table 1. These are , generally 200% of pickup. . (d) Relays have been tested using as i.e. failure criteria: a) a two-
, a normally open )
millisecond contact discontinuity, (N.O.) contact closes for 2 ms or a normally closed (N.C.) contact opens for 2 ms or b) an HEA relay connected to an N.O. contact operates.or c) an HFA hand reset relay connected to an - N.O. contact operates. (e) Transition tests are conducted (p3r P501) to determine if the operating time of the relay changes when subjected to a seismic test. Operating times,are shown ,in se,conds. rest, (f) With " operating conditions" applied andThe theaverage relay I value is the relay operating time is measured. - shown in the " Normal" column. (g) The relay is subjected to a biaxial multi-frequency motion at the level shown in column (b) and the " operating conditions" 1 are again applied. The relay operating time is measured. l The range of values found during these tests is shown in the
" Seismic" column. The difference (if any) in the operating I
l l time may or may not be significant, depending on the relay application . l l i e
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- 5/20/77 m..w.. . s . r.= .
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1 2 3 4 5 678980 '2 ~ 3' 4 5 ~~6 78910 2 3 4 5 I I 10 . 10 0 1 FREQUEf1CY Hz 5% OAMP!f4G (THIS CURVE APPEARS AS FIGURE 1 IlJ P501, ORAFT 9.)
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GEZ-6675 DIFFERENTi..u RELAYS Pag 2 6',-
. SEISMIC CAPABILITY ,-
i ,-- I Fragility ' Level is Stated in g's' ZPA (a) hk
; , 4ja
)' Position / Condition - Non-operating (b) _ Operating (c) _Transitionfest N.O. N.O. Time in Seconds i Failure Criteria (d) - 2 ms or HEA N.C. - 2 ms IIFA 2 ms or itEA N.C. - 2 ms HFA, A Norma 1{f) Seismid
~
BDD16BilA & all f# l B0015&l68 (by review) ## 1.75* - 4* 3.5* - 4* .048 ' .018 .0 CF022BIA & all 0.75* - 1.75* 3.5* - .085 ..070 ,1 CFD228 t hy review) ' . IJD52A IJD53CllA & all IJD52A353C (by review) 3.5 - 6 6 -. 1.12 0.93-1,. PVD11Cll & all - . . PVDllC (by review) , 1 2.5 6 0.016 .015 .0 4 PVD21DIA & all
.PVD21 (by review) 3 - - 6 6 -
6 0.055 0.037-0 t SB011A1A & all -
- S0011 (by review) . .
J . . STD1583A &.al1 ' i STD15&l6 B&C (by review) , 3.5 , 6 6 - 6 .038 .032 .0 i . )
- See Page 1
' ~
# # B09 relays do not include H1'-G units - - -
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. 3/25/77 d-e
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A'- QM_- _ 1 1 - = = .m ::t+~= .. f '
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l . N' LA SALLE NUCLEAR STATIONS' i t t
<. : x _ . .m UNIT 182 .
g l . NSSS EQUIPMENT QUALIFICATION
SUMMARY
! , .- (
I
- l EQUIPMENT NAME : REIAY IJCV
'n .
EQUIPMENT NO: 163C1175 l LOCATION: Main Control Bot.rds in Aux. Bldg.768'0" [ ,
}-
O ACTIVE ] PASSIVE ; l EQUIPMENT CLASSIFICATION:
- l ! OUALIFICATIO'l METHOD: TEST j i ;' I i ; QUALIFICdTION DOCUMENT
REFERENCES:
- 1. Adequacy'Ivalua clon ],
- 2. GE Test Report # 0246A6913 dated 9-7--73 IEEE Proposed Standard for Seisraic Testing of Relays -P501/9 d:ced Jan.77 l 6 3.
f
- 4. GEZ-6675 dated 5-20-77 k -
q y 5. Purchase Part Drawing J 163C1175
$ 6.
7. 5 k t
- 8. .
j 9. f l LOAD COM31 NATIONS CONSIDERED IN QUALIFICATION: RV g_ ' 4V g.
- 1. Nortral Operating Loads + OBE _
- 2. Normal Operating Loads + SSE + CO y_ f S.Wg q.t_S.EL { g l
- 3. --Wo reaWeerat W soad M E4 hugging _+. SRV.37 3 qq.f SRVg. J
- 4. Norr.e-1 Opera ung - Loads-+-SSE A9 5* ' ' ~ '- ' C n w " ' ' '- WA*N *M ' Lt.V Y - 1.
i
- a CUALIFICATION: A l
N Date6[/k[ l PREPARED B': CM ,
!. REVIEUCD BY:
Date g.,g c
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, ie AP? ROVED 7Y: Date e- e**- o* "
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\
I - y QUALIFICATION SUPJ1ARY .
. l Seisniic. Qualification Method : .- !
TEST-1 a) Resonance Search Test 5-33 Hz. Sweep Rate 1Hz/ min. b) Dwell Test at 33 Hz or 'at resonant frequencies. 2 minutes duration. c) Chatter Time 100 micro second. !
'g' levels.
(Test Procedure attached) . TEST-2 Br,oad Band Multi-frequency Fragility Testing per IEEE Standard p-501. (Biaxial Test ) (Test Procedure attached) SRV Requalification Method: Not applicable.
- Tad ftpd* Uccamntd% sJJL be Alvi.twed M Q.E. 4 h wo fw -
1
\ .
l i a l I { l l i l
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u A Ref: EMD File No. g g g . g q.. g ; ' t . -a n =mer:n.t. t c.....,
===r m . m um we gwWP'Y 9 L SE.T M r. 3MM QQg +-* ;-
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- - ~ - - _
_ _ ~1wra. -- - an ~ - - - -_ ._. , .,_,
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,. . . . =em .
, j-- Qualificatica Sunrnar/ of Fruirrent [
t b , LASALLE COUNTY 1&2 I I. Plant ?Lue: Type: ; 1 1. Utility: CECO g.g " l GE ggg 1 2. NSSS;
- 3. . A-E;
- I IJCV Relay 163C1175 i II. Ctroonent N.re
^
l i} l 1. htdel ?Arber O.tantity; f
' i.
- 2. Verdor GE j 3
- 3. If the cogenent is a cabinet or peel, na~e ard nodel No. of 4f g the devices included: --
J s 4. Physical rescription a. Appearance -
- b. Dirensions 9.12" X 6.62" X 7.3" -
t
- c. Weight I-
- 5. Imation: Building: Mounted on Main Control Boards located !
Elevation; 768'0"
.i j 6. Field hbunting Ccnditions [ X] Bolt (!b. 4 ,SizeMt,i
; [ ] Weld (Iangth ) f, i [ ] r l 7. Natural Frequencies in Each Direction: --
8 hl: h2: V: a 0
.
- h f Functional
Description:
Time-Over::urrent Relays
.a
- 8. a.
o I Providing external fault back-up protection for generator t L [ 'b. Is the equiprent required for[ ] Hot Standb f[ ] Cold h Shutdcun , [:4Both s
- 9. Pertinent Peference Design Specifications:
~
I GE t 63 c u ?5 ) i il f rt, i ,1
~~
- Peference: D O File No. 8AEOENIt LU.".TY f! l
, e enom.:e:na.
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- - ; .: y . ~ . = -:.
l, . *. , i Ill. Is Ecuictmnt Available for Inspection in the Plant: [X1 Yes [ ] tb l s . Conrnents: . l
? -
'/
IV. Equipt Qualification obthod: Test: Analysis: f
~
(%rbination of Test and Analysis: [ L=
'Ibst d@ by CE O246A6913 9-7-73 ,
f (narre of Cctipany or IIaaratory & Recort !b.)
& GEZ 6675 dated 5-20-77
~
- v. Vibraticn Incut: .
- 1. TmA considered 1.[X] Seismic only 2.[ ] Hydzudynamic only 3.[] D< plosive .
[ . only , 4.[ ] Other (Specify) 5.[ ]Cbabination of . NA
- 2. sFequired Pasponse Spectra (attach the graphs): , l
- 3. Pcquired Acceleration in Each Direction: from Analysis of Main Control
> Room Panels. . lf hl = h2 = V= _
VI. If Qualification by. Test, then Ccrnlete: (I 1. [X] Single Frequency [X j Malti-Frequen~f y TEST -1 TEST-2 W
- 2. [X] Single Axis [X ] Palti-Axis ,
.)
a 0-33 & 0-100 Hz l 3. Frequency F2u ..1 . I X j 4. TRS enveloping PRS using Multi-Frequency Testl ] Yes (Attach TPS graphei Not ava' t abic. $ See chart attached. cwt i , S u. atW ) . I3N
- 5. g-level Test at h1 = h2 = V= 6 l
l
; 6. Laboratory 5tunting:
S;a.%,. noud.'y 1 1. [Xj Bolt (!b. , Size ) [ ] Weld (Inngth )[ ] y 7. Functional cperability verified: {X]Yes [ ] !b [ ] !bt Applicable g. j Chatter Time Set at 2 millisecond l 1,1 8. Other tests perforned (such as fragility test, including results) g
*y Il,
,e .
j Pcforence: DD File No. 8$30EijI t'I.UIl0Y II ] I =~om 2nU ~
- .c.
.' .i ,.,----.-,..,...-.--....-..--_--_e.. ,--.....---;--. _
3._ . _ , . . - _ - . . .
1
. -. wres
. . , , _ . .- --- -- ~- - -
, VII. If Omlificatien by Analysis or bv the Ccebination of Test and Analysis,thi h
Coriolete:
- 1. Description of Test including Fasults:
- 2. Method of Analysis: ,
[ ] Static Analysis [ ] Equivalent Static Analysis [ JD3mmic : . [ ] Pesponse Spectrum [ ]Tirm-History
- 3. Model Type: [ ] 3D [ ] 2D [ ]1D 4 a
[ ] Finite Elem2nt[ ] Beam [ ] Closed Form Solutict-
- 4. [ ] Cocputer Codes:
Frequency Pange and !b. of rredes considered: i % [ ] Hand Calculations -
- 5. Damping: j li
- 6. Support Conhidorations in the rmdel: $
i . ;
- 7. Critical . Structural Ele: ents: Coverning Seismic 'Ibtal Stress A. Identification Io ation Pasrense Gr.biration Stress Stress Allcwable ; .
,l I
i l Effect Upon Functicral-l B. Max. Deflection Ircation Ocerability j l i
=
i t
,i, 1
1 t A Pcference; DC File ib. _3_ SARGERT 1.'JL'DY !!-
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#M T jETH00':V 0246A6913 CRITERION: 100 MICR0 SEC. OETE.C.Tc.:
. RELAY MODEL fNH5ER P.AX. ACCELEP.ATIO.1 CCP.'iENT S 4
+%. ..
# + *p &p,'
h
. . , ~ ;
12CEH11A S 1.5g Sg . s k(%g 12CFD123 0.89 Sg -
' [
- i y 12CFF15A N.O. Sg Sg 5g ,
H.C. 3.8g 1.59 4.89 ,.- , 12CFVB11A 29 19 Sg . .
, f
. . l 12CJC15E 4.59 2g 2g , ,
12GCX51A 0.5g 0.48g 0.5g . 12GES21 A 1.1 g 1.lg 3g. -
, . ~ . . . . . . ~
s 12GGP533 59 Sg 5g
) ,~
. 121AC51B Sg 59 59 121AC65K Sg 59 5g .
121AV53A N.C. .0019 .00ig .001g , N.0. Sg Sg 5g j
.121GCYJ1A
, 2g - .3 g Sg
. ,....n Sg Sg 5g ,
'.121JCV51A 12NGyl33 Sg 59 Sg ,
12PVD11C N.O. 1.4g Sc Sg H.C. 0.45; 0.339 0.99 , i 1 12SAH17s N.O. 5g Sg 5g N.C. Sg Sg Sg . 12SFF11A N.0. Sg Sg 2.6g ' r H.C. 1.5g 0.75g 3g , { t I P0'AER SYSTEMS l'/dAGEMENT BUSINESS DEPAF,iMENT .!'ER AL 6) ELECTRIC .
(v f ,
- j;:o r . ,, .
,QOgO ENERFl2ED i i PROTECTIVE ret.AYi
~ -
35a r.
- TEST METHOD: 0206A6913 CRITERION: 100 MICR0 SEC. DETEC :-
RELM MODEL NUMBER MAX. ACCEL.ERATION , COMMENTS gf'% 9x$ hg@$ .. .. . hh ' 12CEH11A 5g 5g Sg 115 volts, 5 amps, unity P.F., 50% restraint, ' zero offset.
. 12CF012B Sg 2g Sg 2 amps thru current & 0.3 amp differential
'- current. -
12CFF15A Sg Sg og 115 volts, 60 Hz set for 59.5 Hz.
.. 12CFVB11A Sg Sg 5g 208 volts 3 4 ,
12CJC15E Sg 29 29 120 VAC on polarizing coil - 5 amp'on
. instantanecus overcurrent. ..
12GCX51A ' Sg 59 Sg 115, unity P.F., 50% restraint taps mho & cha un1;tsandonmidbasicohmtaps.
. s 12GES21A 0.75g 19, lg 113VAC to both AC inputs, 60 Hz a 60.2 Hz resp.
12GGP538 Sg 3.5g Sg 2CSV ind 4.0 amps in non trip direction & 0.5 time dial.- , 12IAC51B Sg 59 Sg 50% of tap value applied to relay. 12IAC65K Sg Sg 59 50% of tap value applied to relay. 3 ' 12IAV52A N.O. Sg 59 Sg 115V 60 Hz, 55V tap - dropout set for 95% of N.C. Sg 29 Eg P.U. 121GCV51A 39 3g Sg 50% of tap value applied to relay. 5
' 50% of tap value - O volts on restraint unit y
12IJCV51A Sg Sg 5g 0.5 time dial. _. 5g Sg 5g 115 VAC - set for 100V dropout. 12NGV133 12PVD11C N.O. 1.4g Sg Sg Same as de-energized. N.C. 0.45g 0.33g 0.9g . Sg 59 59 125VOC 125AM17B N.O. . N.C. Sg 59 59 12SFFilA N.O. 3g 5g Sg 115V 60 Hz, set at 59.5 Hz. N.C. 39 1.2g Sg . POER SNEMS WsNAGMNT BUSINESS OUARMNT
'EllER AL h ELECTRIC .
*I***'"
"- ~
4y (f . TITLE , 0 2 tMFP6"9?f?3.i+ . .. . .:,.
; TES.T METHOD FC.7 SEISliC CAPASILITY
,,...n, si. .. rinsi proc ron
)I.
nem
\ TYPICAL CEVICES OF THE lOCELS LISTED HAVE SEDI TESTED UNCER THE FOLLCWING CONDITICNS: .
- 1. ALL CEVICES WERE FCUNTED IN THEIF NORtAL (RECCtt!ENCED) POSITIONS.
2 ~ A ' SEARCH FOR RESCN4:CE'WAS MACE EY S*-:EEP:NG FFGt 5 TO 33 HERIZ AT A (ENSTA'iT RATE OF 1 HERTZ PER 15 SECONCS. 3 IF RESCNn:CE VAS FCUND IN 2. AFCVE. THE CEVICES 'WERE TES1ED AT
- TilAT FliECUENCY; IF NOT, THEN TriE CEVICES WERE TESiED AT 33 HERTZ -
- p. FOR A T'ER100 0F 2 MINUTES OR MALR/SCT!CN. .
. .11. A FAILUPE VAS CEFINED AS A ICO MICROSECOND DISSITINUITY OF EITHER A N.O. CR N.C. CONTACT.
51 RELAYS HAVING ADJUSTASLE Tib'E DI AG WET { SET AT 0.5 T.D. OR
- GREWtB ( t f ACTUAL SETTING IS N0iNALLY GREATER TH#4 0.5). -
- 6. "DE-C.' ERG 12EC" IS CEFINED AS NO VCLTAGE CR CUFtRENT APPLIED TO THE RELAY.
- 7. "DiERGIZED iS CEFINEC AS NO.4tAL (E4GINEERING JbCGO DIT) CJ5 R -
AND/0R \0LTAGE SEDI SY REL AY. .
..w , . --
Qy
- i. .
l . .
+ .
nw IScm S. W;.S. /777. fjR..SYS. tj {. _,.___*;*'. 0246A6913
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~
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l* emm e o u S A h
GEZ-6673
;-- - GENERAL ELF.CTRIC COMPANY
-- m T #j9d?~' $ .QftRELAYS AND ACCESSORIES 3/25/77
'.1. --7 ] SEISMIC CAPABILITY Revised 5/20/77
~
General ..This " SEISMIC CAPABILITY" data is' based on tests conducted in accordance- wita IEEE " Proposed Standard for Seismic Testing of Relays--P501/9", dated January 1977 unless otherwise specified. Relays (and other devices) have been placed on a shaker table and subjected to prescribed input motions to determine their seismic capability. Except where noted, all relays contain Hi-G high se:.smic instantaneous and/or target / seal-in units. The following comments
-partially explain the test methods used, and are extracted in part i from the " Proposed Standard" . , .
The FRAGILITY LEVEL shown is based on tests conducted with (a)
, biaxial multi-f requency broad-band frequencies applied to the shaker table per attached Page 3. The followina is cuoted from Proposed Standard P501 (9th draft):
4
" Broad-band Multi-frequency Fragility Testing Repeatable multi-frequency input motions shall be used in the fragility testing. It is the test's objective to
. produce a Fragil!.t'. Response Spectrum (FRS) which envelopes the Standard Response Spectrum shape using a biaxial input mo tio n.
Point A = 1.0 Hz and an acceleration equal to 25% of the ZPA. ZPA means Zero Period Acceleration. . Point D = 4.0 Hz and 2 50% of the. ZPA. Point E = 16 0 Hz and 250% of the ZPA. , Point G = 33.0 Hz and a level equ,al to the ZPA.
. The range of maximum amolification of acceleration, 4.0 to 16.0 Hz has been des _;ned to most realistically match the '
range of peak acceleration input to the relays by the equipments and panels on which they are mounted. Below 4.0 Hz, it is possiole to encounter building frequencies to as low as 1.5 Hz. The resulting panel motions would, probably be enveloped by the line 'AD since the amplification of panels at these low f requencies is smal'_ . Above 16 Hz, there are equipment and panel resonances, howev er , the seismic energy input in this range is generally reduced and, there-fore, the motions would probably be enveloped by the line EG." Where the fragility level is shown as 6G ZPI it should be noted that this represents the table limit of the cest facility used. This correspohds to 15G at the peak (Points D and E) of a ttached Page 3. . Where an' asterisk (*) appears opposite the ZPA values, this signifies that the testing was done to an earlier draf t of e .,
, }t *i GEZ-6675 b)?'gxwnns~.e >n.q;.,_,';yff -) - -
Pago 2 l s.. ,
.7 .
~
.i -
- .+ a r '
. 5/20/77 [
- P501 in which the peak (line D-E) spanned from 2. 5 - to 10 Hz.
In those tests, the table limit was 4G ZPA, corresponding to 10G at the peak. - _ __.._ _
~~
Where the complete relay model number is shown (for example STD15B3A), that relay model was subjected to fragility j testing. Following such tests, other models of that relay !, family were reviewed for electrical and mechanical commonal- " l ity to- the tested model. Such additional models are also l listed with the note "by review" in those cases in which the .l fragility level was conservatively judged to be equal or I higher than the tested model. l (b) Relays in the "Non-operating" condition have tap settings, ' time dials, currents and/or voltages applied per P501, Table 1. - These currents / voltages are intended to simulate maximum load l I
, conditions or conserva.tive settings. ,
(c) Relays in the " Operating" condition have currents and/or voltages applied as specified in P501, Table 1. These are -
,f generally 200% of pickup. ,
(d) Relays have been tested using as failure criteria: a) a two- .) millisecond contact.~ discontinuity, i. e. , a normally open (N.O.) contact closes for 2 ms or a norpally closed (N.C.) contact opens for 2 ms or b) an HEA relay connected to an N.O. contact operates 'or c) an HFA hand reset relay connected to an
'N.O. contact operates.
(c) ' Transition tests are conducted (per P501) to determine if the operating time of the relay changes when subjected to a seismic test. Operating times are shown in seconds. (f), With " operating conditions" applied and the relay at rest, j the relay operating time is measured. The average value is
- shown in the " Normal" column.
(g) The relay is subjected to a biaxial multi-frequency motion at the level shown in column (b) and the " operating conditions" J are again applied. The relay operating time is measured. The range of values found during these teste is shown in the l l ' " Seismic" column. The dif ference (if any) in the opera ting time may or may not be significant, depending on the relay application. . l l .
?
I
. uss-coso pAGE 3
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. 5/20/77 3 - J. .s._ . ,
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.I 5i78910 3 4 5 1 2 3 4 5 6 78910 '2 3 4 2 i 10 10 0 FREQUENCY Hz 5% DAMPING (THIS CURVE APPEARS AS FIGURE 1 IN P501, CRAFT 9.)
CURr "T RELAYS .- Page 4 . SEISMIC CAPABILITY ,
~~ ~ ~
~
J Fragility Level is Stated in' g's ~ZPA (a)
- ~
Position / Condition - Non-operating (b) Operating (c) TransitionNst( TOC IOC HFA ~ TOC IOC HFA Time in Secoinds Failure Criteria (d) 2 ms or HEA 2 ms 'IOC/IOC 2 ms or HM ' 2 ms TOC /IOC Nonnal(f) Sef:smic ! HFCll (by review) - 4 -/6 - 6 -/6 j ; , h(liJ ,. IAC51B & IAC51A (by review) 3 4 6/6 6 3 4 0282 h . r;! 1 0.:71-0. s, . i. l .
;p 'n._
IAC538 & IAC53A (by ra sew) 3 4 6/6 6 - 1.1 ' O.67-1. 3 IAC66K8A & all IAC66A,B&K 3.5* 4* 4/4* 4* 4* 4/4* 6.18 6 '. 02-6. (by review) l IAC77B & IAC77A (by review) 3* 3.5* 4/4* 4*' 4* 4/4* 1.41 1.31-1. IFC51B & IFC51A (by review) 3.5 4 6/6 6 3 1.5/6 0.80 0.65-1. IFC53B & IAC53A (by review) 3.5 4 ' 6/6 , 6 3.5 1/6 1.04 0.93-1. IFC66A,8&K (by review) 3.5 4 6/6 , 5 3 1/6
- IFC77B & IFC77A (by review) 3.5 4 6/6 5 3 1/6 0.97 0.64-1.
IJCV51A & all IJCV51A (by review) 3* '
- 4* 4* - - - 0.691 .673 .8 PJCllAVIA & all .
PJCllAV (by review) - 1.4* . 1.7 - 1.7 -/2.1 0.020 .013 .0. 1, SBC21FID & all , i SBC21 (by review) . I SFC177BlA & all SFC (by review) 6 3.5 6/6 6 5 6/6 0.75 .67 .75 1 1 *See Page 1 , 5/20/77 i
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i PANEL LOCAT:CN .
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l PANEL OPJLLP;G FOR CU: FACE J .MOUNTAGlFRONT VEW) i ! VIEW 590W:NG ASSEVSLY CF HARDWARE FCR SUFFACE NTG. ON STEEL PANELS l l . I i l l Fi g. 16 Outline and Panel Orilling of Type IJCY Relays
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. ~NSSS EQUIPMENT QUALIFICATION
SUMMARY
EQUIPMENT NAME : RELAY CEH EQUIPMENT NO: 163C1187 LOCATION: Main Control Boards in Aux. Bldg.763'0" , EQUIPMENT CLASSIFICATION: " O ACTIVE CPASSIVE CUALIFICATION METHOD: TEST - I . OUALIFICATION DOCUMENT
REFERENCES:
~
"I .
; 1. Adequacy Evaluation
- 2. CE Test seport # O246A6913 dated 9-7--73
$ 3. IEEE Proposed Standard for Seismic Testing of Relays -P501/9 dated Jan.77 I
g
- 4. CEZ-6675 da ted 5-20-77 }
~ *
- 5. Purchase Part Drawing # 163C1187 f C 6. - .
7. C f 8. y 9. 10 . , * . l li LOAD COMBINATIONS CONSIDERED IN QUALIFICATION: _ l '
- 1. Normal ~ Operating Loads + OBE A SRVgggg--4--SRVELL-TQ -
ENVELOP t A g; -g, 1 j 2. Normal Operating Loads + SSE + COg,gyy.g+. {SRVgggg. _SPS _ ,
~
i l SRVgg, +.S RV .g
- 3. Normal-.Op'erating-Loads.+-SSE.+ Chugging +- 7
- 4. tiormal-operating-EcadsT'SSE + AP
- 5. Norma 14pera tt ng ~ Loads +S S E-+--Coggyy_1
, 1
~ I QUALIFICAT10N:
PRi:PAFED BY: N Date M b , [ l. REVICUCD BY: Date ge,g ,g . . g g , l *'*"""U j APPROVED Ti: Date c2;Lj wn_ _,, -. -. _ .- - - .
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. ; QUALIFICATION SUM'4APY
>l
- {
i . i l Seismic Qualification Method : ', - l l . 1 TEST-1 a)- Resonance Search Tes t 5-33 Hz. Sweep Rate 1Hz/ min.
\
b) Dwell 'fest at 33 Hz or at resonant frequencies. 2 minutes duration. l
- 0 [,,
c) Chatter Time 100 micro second. . [
\ . ' '
'g' levels. ,
(Test Procedure attached)
. TEST-2 Broad Band Multi-frequency Fragility, Testing per IEEE Standard p-501. I (Biaxial Test ) I-(Test Procedure attached) -
i-SRV Requalification Method: Not applicable. 1 l
~
< Ted I? ,4 D.with J h wa. @L 4. E. a +4 un yu 9 .
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;; z Qualification Sunrurv of Ecui; rent [
RW. .-. k@:. K....$. yK$.._ .m 7- y-
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l i LASALLE COUNTY 162 1 T. Plant Name: - Type: '
.. a ___ _ _
i -1. Utility: CECO M- , L la 2. NSSS: CE g h
- 3. A-E: S&L
- l {
n . II. Chiponent Name RELAY # 163C1187 j
- 1. hbdel Nu::ber CG Quantity: --
CE h u 2. Vendor 1 11
- 3. If the coc ponent is a cabinet or panel, nane ard ::odel No. of h i
the devices included: -- 11 r s
- 4. Physical Description a. Appearance --
- b. Dinensions 15.13" X 6.62" X 7.3" y
- c. .Weight ,
- 5. location: Building: Mounted en Main Control Board in Aux. r; Elevation: 768'0"
- 6. Field > bunting Conditions [X] Bolt (Ib 4 ,Sizet'f[)
[ ] Weld (Length ) [ ]
- 7. Natural Frequencies in Each Direction: --
ll l hl: h2: V:
- 8. Functional
Description:
Detects Loss of Excitation on a.
]l Synchronou s Machine.
a
., b. Is the equip ent required for[ ] Hot Standby [ ] Cold Shutdc%n IX]Both j
- 9. Pertinent Peference Design Specifications:
i } , b GE I 6 3 C // 8 7 i h 1 i e. Pcference: DD File No. 85[!u- d I'-;llli.i,Y [ , a
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IV. Et;uirrent Cualification Method: Test: L' Analysis:
. Ccabination of Test and Analysis: i j
Test M h 3rds by CE 0246A6913 9 7 73 , (narre of Ccmpany or I&ratory & Feport ib.) o I
& CEZ 6675 dated 5-20-77 V. Vibration Input:
- 1. Ioads considered 1.[x] Seismic cnly 2.[ ] Hydrodynamic only 3.[] Explosive on1y 4.[ ) Other (Specify) 5.[ ] 0xtination of u
1 2. Pequired Fesponse Spectra (attach the graphs): NA
- 3. acquired Acceleration in Each Direction: from Analysis of Main Control e
Room Panels. hl = 2.06 % h2 = V= o.9y
- r. 3 7 7 VI. If Qualification by Test, then Camlete:
- 1. [X] Single Frequency [X ] Malti-Prequency
;. TEST -1 TEST-2
- 2. [X] Single Axis [X] Multi-Axis 1
- 3. Frequency Far. e: 0-33 & 0-100 Hz e
- 4. TRS enveloping RRS using Multi-Frequency Test [X] Yes (Attach TRS graphs, ~
See chart attached. Not available. (Tut 1 g-level W st at, sa awk.a )hl = I ] tb
- 5. h2 = V= 1
- 6. Iabaratory Stunting:
Simiku- sur oet;,,,
- 1. [XI Bolt (No. , Size ) [ ] Weld (I.ength )[ ]
I 5 t
- 7. Functional op2rability verified: [X]Yes [ ] tb [ ] !bt Applicable Chatter Time Set at 2 millisecond -
- 8. Other tests perfor:tM (such as fragility test, including results)
L d ji Feference: DD File No. SAUGEUIil.U.lDY !! I { .SN.c~rn OlPJE S A nb , i m _ ...__ m. - 3_ _ . = - ._ m - _ --z - m __ _ . m - mm
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VII. If Qualificatien by Aralysis or by the Ccabination of Test and Analysis,th; . l l
, l
__Cocplete: N. A . I
- 1. Description of Test ircluding Pasults: m I r
- 2. Method of Analysis:
! [ ] Static Analysis [ ] Equivalent Static Analysis [ ]Dynanic !!
[ ] Pesponse Spectrum [ ] Tire-History ,
- 3. Ebdel Type: [ ] 3D [ ] 2D [ llD j i
r [ ] Finite Ele. ment [ ]Eeam [ ] Closed Form Solution', 1
- 4. [ ] Cocputer Codes: :
Frequency Fange and No. of Irodes censidered: t l [ ] Hand Calculations
. )
' 5. hqv m.g: , , ,,, , , , , _ _ , _
- 6. Support Considerations in the r:cdel:
! 7. CriticalStructuralEler$ts: Ccverning Seismic Ttreal Stress A. Identification trcation Peseense Cccbiration Stress Stress Allcinblelq o :
I k 2 l 1
'! I.
I, Effect U;rn Fur.ctionald l B. Max. Deflection Iccation Operability j l \ l l 5 a
?
l I J l 0 . Pcference: no File so. _3_ SAliGE.JT i.UT&/ !; o~m~cmus
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TEST METi.iOD: 02'6A5913 4 - CRITERIO b 1C0 l!!CR0 SEC. OETE: r TEbYY.UDIdOit#: 5ER MAX. ACCEll. RAT!0ft COMMEliTS
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py . _ . #k8f r 12CEH11 A S 1.5g 5g ' [%g .- = . . -- a 12CF0128 g 0.89 5 [- 9 . y 12CFF15A N.O. Sg Sg 5g -
~
N.C. 3.89 1.5g 4.8g . 12CFVS11 A 2g Ig ' Sg . 12CJC15E 4.5g 29 29 . 0.5j 0.48g 0.5g 12GCX51 A . 12GES21A 1.19 1. l g 3g
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i, . ,12IAC51B Sg !!g 5g 12IAC55K Sg 59 Sg . 121AV53A N.C. .001g .001g .001g N.O. Sg Sg 5g 121GCVJ1A , .34 - .3g Sg
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,121JCV51A Sg 59 Sg ,
- -- - ~. ... . . . .. .
l 12NGV133 Sg 59 Sg H
- L 12PV011C N.O. 1.4g 5g 59 H.C. 0.45g 0.339 0.99
, 125AM17B H.O. 5g Sg Sg l N.C. Sg 5g 5g l . 12SFF11A 11.0. Sg 59 2.69 . . l H.C. 1.5g 0.75g 3g - I
~
p e m - go I POUTR SYSTEMS rn:;AGEME:iT BUSINESS DEPAP.TMENT
.!J E R A L -() E !.E CT R I C .
i
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I q ,- b,. TEST METH%; 0246A5913 CRITERI0th 100 MtCR0 SEC. DETECTE l
~ it'AT R M00C6fiUA3ER MAX. ACCE!.ERATION COMMENTS L+3 -= ,,
#&gg.
. + .
~
+*p $q 12CEH11A 5g 59 Sg 115 volts, 5 amps, unity P.F., 50% restraint, j zero offset.
- 12CF012B Sg 2g 5g 2 amps th u current & 0.3 emp differential .
~
.o current. , ,
Sg Sg og 115 volts, 60 Hz set for 59.5 Hz. 12CFF15A .
. 12CFVB11A Sg 59 Sg 208 volts 3 t. .
12CJC15E Sg 29 2g 120 VAC on polarizing coil - 5 amp on b instantanecus overcurrent. , 12GCX51A ' 5g 5g Sg 115, unity P.F., 50% restraint taps mho & cho
^ . units and on mid basic chn taps. * .) 12GES2iA 0.75g 19 , 19 113VAC to both AC inputs, 50 Hz & 50.2 Hz resp.
12GGP53B Sg 3.5g 59. 203V ind 4.0 amps in non trip direction &. 0.5 time dial. , i 12IAC51B Sg Sg Sg 50% of tap value applied to relay. t 12IAC6SK Sg Sg Sg 50% of tap value applied to relay. l
- 12IAV52A N.O. Sg Sg Sg 115V 60 Hz, 55V tap - dropout set for 95% of N.C. Sg 29 Sg P.U.
12IGCV51A 3g 3g Sg 50% of tap value applied to relay.
.'.50% of. tap value - O volts on restrakat unit Sg Sg L
I 12IJCV51A Sg 0.5 time dial. 12HGV13B Sg 5g 5g 115 VAC - set for 100Y dropout. 12PVD110 N.O. 1.49 Sg Sg same as de-energized. i N.C. O'. 4 5g 0.33g 0.99 . 12SM17B N.O. 59 Sg 59 125v0C N.C. Sg 5g 5g .
- I 12SFF11A N.O. 3g 59 Sg 115V 60 Hz, set at 59.5 Hz.
H.C. 3g 1.29 Sg . l
0 2 tl 6 A 6 3 1 3 , icsi s u r u co mit. u~u citiii -
..._ m . . .
~, ce .. , agurese c eya rmsr sec rea
>g
' :v .
. nca, TYPICAL DEVICES OF-TrIE lCCELS' LISTED HAVE BEUl TESTED UNCER IItE FOLLCWING I
CONDITICNS: . . I. ALL CEVICES WERE FOUNTED IN THEIR NORtAL (FIGttDICED) POSITIONS.
- 2.
- A ' SEARCH FOR RES3ANCE'WAS MACE SY S'.iEEDING FFCt15 TO S3 HEiUZ AT A CCNSTA'tT RATE OF 1 HERT7. P" 15 SECCNCS.
- 3. IF RESC:l'NCE UAS FOUNC IN . AF0VE. THE CEVICES WERE TESTED AT 11 TAT FliEGJENCY; IF NOT. THEN THE CEVICES WERE TESTED AT 33 HERTZ
- g.
- FOR A PERIOD OF 2 MINUTEE OR MAlfbNCTICN. .
- h. A FAILURE VAS CEFINED AS A ICO MICROSECCND DISCONTINUITY OF EITHER A N.0. OR N.C. CNTACT.
51 RELAYS HAVING ADJUSTASLE Ti!'E DIRS WEFf ' SET AT 0.5 T.D. OR . GREATER (lF ACTUAL S .i 6ING IS NORulLY GREATER THM 0.5).
- 6. "DE-D' ERG 12EC" IS CEFINED AS NO VCLTAGE OR CURF.04T APPLIED T0 ll!E -
RELAY.
- 7. "OlERGl2EC' l'S CEFlflEC AS NORfAL (01GINEERING JbDGDIDIT) CU5RDIT
. AND/0R \0LTAGE SEDI SY REL AY. .
__.. a - .- . . . +>4 ). .. . l 1 t . .
+ _.
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. SEISMIC CAPABILITY
~ "
R; viced 5/20/77 i . _ .gxertr @ e. l eds__.. -
- m.. [gy 3.y :
General - This. " SEISMIC 1 CAPABILITY" data is based on tests conducted In accordance with"IEEE " Proposed Standard for Seismic Testing of - Relays--P501/9", dated Januar.y 1977 unless otherwise specified. , Relays (and other devices) have been placed on a shaker table and subjected to prescribed input motions to determine their seismic ca pa bility. Except where noted, all relays contain Hi-G high seismic instantaneous and/or target / seal-in units. The following comments i partially explain the test methods used, and are extracted in part
) f rom the " Proposed Standard" . .
(a) 'The FRAGILITY LEVEL shown is based on tests conducted with *
- biaxial multi-frequency broad-band f requencies applied to the shaker table per attached Page 3. The followina is cuoted from Proposed Standard P501 (9th draft):
" Broad-band Multi-frequency Fragility Testing
~
Repeatable multi-f requency input motions shall be used in the fragility testing. It is the test's objective to . produce a Fragility Response Spectrum (FRS) which envelopes
%the Standard Response Spectrum shape using a biaxial input mo tion.
Point A = 1.0, Hz and an acceleration equal to 25% of the
- ZPA. ZPA means Zero Period Acceleration.
Point D = 4. 0 Hz and' 2 50% of' the ZPA. Point E = 16:0 Hz and 250% of the ZPA. Point G = 33.0 Hz and a level equal to the ZPA.
. . The range of maximum amplification of acceleration, 4.0 to 16.0 Hz has been designed to most realistically match the
., range of peak acceleration input to the relays by the equipments and panels on which they are mounted. Below .
4.0 Hz, it is possible to encounter building frequencies to as low as 1. 5 Hz. The resulting panel motions would probably be enveloped by the line AD since the amplification of pancis at these low f requencies is small. Above 16 Hz, there are equipment and panel resonances, however, the seismic
. energy input in this range is generally reduced and, there-fore, the motions would probably be enveloped by the line EG."
Where the fragility level is shown as 6G ZPA, it should be noted that this represents the table limit of the test facility used. This corresponds to 15G at the peak (Points D and E) of attached Page 3. , Where an asterisk (*) appears opposite the ZPA values, this signifies that the testing was done to an earlier draf t of
^
Pag 2 2 , h5hI9L. .
. 5/20/77 i
if m ' ;i.ig.ty.;; P501 in which .the' peak;(line D-E) spanned frcn 2. 5 to 10 Hz. l In those tests, the . table limit was 4G ZPA, corresponding
~
. to 10G at the peak. -
Where the complete relay model number is shown (for example jg STD15B3A), that relay model was subjected to fragility a testing. Following such tests, other models of that relay family were reviewed for electrical and mechanical commonal- .
' l q
ity to the tested model. Such additional models are also - listed with the note "by review" in those cases in which the fragility level was conservatively judged to be equal or ' higher'than the. tested model. . g (b) Relays in the "Non-operating" condition have tap settings, time dials, currents and/or voltages applied per P501, Table 1. - These currents / voltages are intended to simulate maximum load t conditions or conserva.tive settings. (c) Relays in the " Operating" condition have currents and/or voltages applied as specified in P501, Table 1. These are generally 200% of pickup. 9 a) a two-(d) Relays have been tested using as failure criteria: .) aillisecond contact discontinuity, i.e. , a normally open . (N.O.) contact closes for 2 ms or a normally closed (N.C.) . contact opens for 2 ms or b) an HEA relay connected to an N.O. contact operates or c) an RFA hand reset relay connected .to an N.O. contact operates. (c) ' Transition tests are conducted (per P501) to determine if the - operating time of the relay changes when subjected to a seismic test. Operating times are shown in seconds. f b; (f) With ' operating conditions" applied andThe theaverage relay atvalue rest,is , the .elay operating time is measured. ' j shown in the " Normal" column. , (g) The relay is subjected to a biaxial multi-frequency motion at ) the. level shown in column (b) and the " operating conditions" are again applied. The relay operating time is measured. The range of values found during these tests is shown in the
" Seismic" column. The dif f erence (if any) in the operating time may or may not be significant, depending on the relay l application.
l 1 I
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MULTI-FREQUENCY' BROAD-BAND STANDARD RESPONSE SPECTRUM SHAPE 100 . __.,. 4.. .,... ..i.,,, .;.
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. 5% DAMPING (THIS CURVE APPE ARS AS FIGURE I IN P501, CRAFT 9.)
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GEZ-6675 DIRECTIONAL RELAYS Fege 8
- . SEISMIC CAPABILITY -
~
Fragility Level is Stated in g's ZPA (a) - Position / Conditions - Non-operating (b) ! Operating (c) - Transitioni st N.O. N.O. Time in Se(ond! Failure Criteria (d) - 2 ms or HEA N.C. - 2 ms HFA 2 ms or HEA N.C. '- 2 ms HFA Normal (f) 5Vism:
'i hif[,b CJC15E2A -
, ! _q .Es ' !
i Trip Direction /Non-1 trip directioi & all .
' l 3 h.t ?,f
} CJC15E (by review) 0.5/3.5 - 5/6 . 4/3 - 0.5/- 0 7060 f 0.080-IBC51E2A Trip Direction /Non- , trip direction & all ' IBC51E (by review)
~
l 3/2.5 - 5/5 6/ - ,
. 6/- O.90 0.76-0 ICW52A2A &-all -
ICW51A&B, 52A - - (by review) 6 0.5 6 1 6 - 4- 3.56 4.2-5.: 4 GGPS3BIA '
- Trip Direction /Non-i ,
i trip direction & all No GGPS3B (by review) 2.0/2.5 - 6 6/2 - - Ope
^
CEH51A1A 2 , 6 5 - 1.5 0.045 0. 020-C 6 all CEH51A ' l (c) reassa) . 9
*See Page 1 .
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.- ~L.A SALLE NUCLEAR -STATIONS',
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UNIT 13 2 . l
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',NSSS EQUIPMENT CUALIFICATION
SUMMARY
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- i. .
l RELAY HEA , , EQUIPMENT NAME : ' iI EQUIPMENT NO: # 163cl194 4 ! LOCATION: Main Control Boards in Aux. Bldg.76S'0" -
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- I' O ACTIVE C. PASSIVE
)'i EQUIPMENT CLASSIFICATION: I l
!! OUALIFICATION METHOD: Tist ,
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! CJALIFICATION DOCUMENT.
REFERENCES:
4 Adequacy Evaluation
- 4. i. .
- 2. CE Test Report G 0246A6913 dated 9-7--73 :
- i
- 3. IEEE Proposed Standard for Seismic Testing of Relays -P501 9 dated Jan.77
~ .l A. GEZ-6675 dated 5-20-77 , '
t , 5. Purchase Part Drawing # 163C119'4 ,
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- 6. .
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I I LOAD COMBINATICris CONSIDERED IN QUALIFICATION: - l i Normal' Operating Loads + OBE +- yRVggy g +-SRV g g73p [ l.
+
k j 2. Normal Operating Leads + SSE +-CO{gyy_p SRV;37,7g_ SRVM-T0]EZ*EM? - ,,
- 3. Normal Operating Loads + SSE+ Chugging + 3RVgy_7g + SRVALL-T ENVELOP
, 4.. Normal . Operating Loads + SSE + AP '
I \ S. Normal Operating L. cads + SSE + COggyy_y l 1 l3 l ) n ' ' QUALIFICATION: Cate 6//3M/ , PREPARED BY: Cf '[' .. ..
. Date ggy ,gg,,.3,, g .
REVIEt:ED BY: l A?? ROVED n: 3,2 c .
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s w- r. .. QUALIFICATION
SUMMARY
Seismic Qualification Method: ' TEST-1 a) Res$ance Search Test 5-3311z. Sweep Rate Diz/ min. is f.
' b) Dwell Test at 33 Hz or at resonant frequencies. 2 minutes duration.
l; c) Chatter Time 100 micro second.
}
'g' levels.
i 1 (Test Procedure attached) d' i TEST-2 j Broad Band Multi-frequency Fragility Tssting per IEEE Standard p-501. j (Biaxial Test ) j g . (Test Procedure attached) . SRV Requa1ification Method: Not applicable. i t i, t 1 y Td Rpt bec&dirv. dll be Atnd w?M G.E. h A W Y u-
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1 - -- :~ LASALLE COUNTY l & 2 I. Prant'Nane: g - . . i 1. Utility: CECO pwg. f
- 2. NSSS:
GE BRR */ [ 8Eb W
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1 II. Corponent Narre Auxiliary Relay # 163C1194
- 1. }bdel Nutrber HEA Quantity: --
)
a IA
- 2. Vendor GE 'I q .
? 3. If the cocponent is a cabinet or panel, nane and nodel tb. of l}
a the devices incitried: -- 4
- 4. Physical Description a. Appearance See attached
.. b. Dirensions 12.81" X 4.94" X.2.94" j 6
t
- c. Weight _
' l S. Iccati6n: Building: Mounted on Main Control Boards [
( n Elevation; Located in Aux. Bldg. 763'0" (
~
#10-32 Y
- 6. Field bbunting Ccrditions [\/] Bolt Ob. 3 , Size )
See attached sketches [ } Weld (Iength ) l for details [ j 1
- 7. Natural Frequencies in Each Direction: NA hl: Ih2: V: ..
t Multiple Trip Circuits Functional
Description:
- 8. a.
L 3 i l
- b. Is the equi; rent regtured for[ ] Hot Standby [ } Cold d Shutcan 0
[tdBoth l l 9. Pertinent Reference Design Specifications: 69 /l,3 C // 94
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h Peference: D O File No. bSUOEilIt EU $0'l P f sua..w enow 4 w_.+_.___ _- =- m ,,#,,____,, _ I t
g-- _---e --e v.:.-a ca. m_. _ mm,a w%_ _. m m _
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27 .,f Ill. I. a .b.m W-M% - for Inspection in the Plant: l .
-. nprent- Avnlable i
[ ] tb [X] Yes 3 _r- 3
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{ - ---g: R" , ^ - t IV. Fculpmnt Ct:alification b'ethod: Test: ' Analysis: - Otnbimtion of Tast and Analysis: b Testh 6 ycis by CE 0246A6913 9-7-73
- l i-(name of Ccqnny cr Izleratcry & Faprt !b.) ,
- V. Vibration Incut: & GEZ 6675 dated 5-20-77 1
i l 1. S
' loads considered 1.[X] Seismic only 2.[ ] Rgirodynamic only 3.[] .tNplesive -I -
- only }
4.[ ) Other (Specify) 5.[ ] Ccc6inat.icn of :
.2. Required Paspense Spectra (attach the gra;ts): NA I
.s
- 3.
i g Required Acceleration in Each Direction: fron Analysis of Main Control f Room Panels. l hl = 7.0 6 .$ h2 =
, /.379 V= o.93 i l .VI. If Ocalification bv. Test, then Ccenlete: J .
- l. [X]SingleFrcquency I
[X j Witi-Frecuency TEST -1 O i TEST '
- 2. [X] Single Axis I !
- 3. Frequency Pari,0: 0-33 & 0-100 Hz
[X] Multi-Axis jy )d l
] 4.
,o TRS enveloping RRS using .tlti-Frequency TestlX] Yes (Attach TPS grapu See chart a ctached. Not available. I3 ( , 5 .- (g-leve Td i)l 'Nst at hl = .c # h2 = r9 V= 17 .
- v
- 6. Izboratory ob'r.t:..ng:
I.
- 1. IX) Bolt (tb. 3 Size #/o ) [ ] mld (Iength
){ ] ,: i
,' 1 i
f., 7. Ebnctional crorability verified: i' * ' l ' [X ] Yes [ ] tb [ ] Ibt Applicable , { j 8. Chatter Ti=e Set at 2 millisecond i f! Other tests perfor: red (such as fragility test, including results) l 1 1 ii p'; Pcference: D O File ?b. 8['RGEijT t i U .TY "
)
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VII. 'If Oaalification bv Analysis or by the Ccebination of Test and Am1vsis,thO Conplete: A/ A . ,
- 1. Description of 'Ibst including Results:
- 2. Vethod of Analysis: s n
[ - ) Static Analysis [ ] Equivalent Static Analysis [ ]Dymmic , Analysis - [ ] Pesponse Spectn:n [ ] Time-History ,
- 3. M3 del 'lype: [ ] 3D [ ] 2D '[ llD
[ ] Finite Element [ ] Beam [ ] Closed Form Solution.'
- 4. [ ] Conputer Codes:
Frequency Range and Na. of nodes considered: 4 [ ] Hand Calculations ,
- 5. Danping: , , , _ , . , , _ , _ _ , _ , _
g l
. 6. Support Considerations in the mcdel:
- 7. Critical Stn2ctural Elements: Governing Selsmic Total Stress y
l A. Identification Ircation Pasconse 0xbination Strecs Stress Allc'.c.ble": 4 I
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- Effect t' pen Functior.all B. Pax. Deflection Ircation Operability d i
t I 1 ! l . l 1 [
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l 1 0 i Pcference; DD File Z- 8ACOEUI LUs".'UY l l mmen.:ni; I . >, 3 N NTMMTN'rJE Xi',. u""& 1 - - T *%*?1':"lh**'*"* er n s. - .u a * * ? * *fm*._r*TM ** *
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0 2 4 6 A 6_9 L3m 2 TEST METHOD FOR SEiS41C CAPASillTY ,
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news TYPICAL CEVICES OF THE- tCCELS LISTED HAVE EEDI TESTED UNCER ,lHE FOLLCWING I - (DNDITIONS:. ::: - . I. ALL CEVICES WERE FCUNTED IN THEIR NORfAL (RECat491CED) POSITIONS. 2 A SEARCH FOR RESCNANCE'WAS lf!CE SY S',iEEolNG FPut 5 TO 33 HERTZ AT A CONST ANT. RATE OF ! HERTZ PER 15 SECC.';CS.
- 3. IF RESCN!NCE \iAS FCUND IN 2. AE0VE, THE CEVICES WERE -TESTED AT THAT FRE0JENCY: 1F NOT, THEN THE CEVICES WERE TESTED AT 33 HERTZ
-f.. FOR A PERIOC OF 2 MINUTES OR MALFbNCTICN. .
.h.
A FAILUPE VAS CEFINED AS A ICO MICRJSECCND CISCCNTINUITY OF EITHER A N.O. OR N.C. CENTACT. ~
~
51 REL AYS HAVING ACJUSTASLE TIME DI ALS WEPE ' SET AT 0.5 T.D. OR
> GREATER (IF ACTUAL SETTING IS NOR> ALLY G?. EATER THAN 0.5). .
I
- 6. "DE-0 ERG 12EC IS CEFINED AS NO VCLTAGE OR CURROii A? PLIED TO THE RELAY. .
; 7. "ENERG12EC IS CEFINEC AS NOR1AL (04GINEERING JUDGDIDiT) CJ5 RENT
- AND/0R \0LTAGE SEEN EY REL AY. - -
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_P2. SYS.tjGb__ _____%". C246 HGS \3 "E.'n c/ 9'
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U04-o0/3 ,
. s ._ GENERAL ELECTPIC COMPANY 3/25/77 6&ghRELAYS AND ACCESSORIES 7".'..s;iu d S $.n SEISMIC CAPABILITY Revised 5/20/77
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t General - This." SEISMIC ~ CAPABILITY" data is based on tests conducted in accordance~with IEEE " Proposed Standard for Seismic Testing of Relays--P501/3", dated Januar.y 1977 unless otherwise specified. Relays (and other devices) have been placed on a shaker tabic and subjected to prescribed input motions to determine their seismic - capability. Except where noted, all relays contain Hi-G high seismic instantaneous and/or target / seal-in units. The following comments partially explain the test methods used, and are extracted in part f rom the," Proposed Standard" . (a) The FRAGILITY LEVEL shown is based on te'sts conducted with j biaxial multi-frequency broad-band f requencies applied to
. the shaker table per attached Page 3. The followina is auoted fron Proposed _ Standard P501 (9th draft):
. . =
" Broad-band Multi-frequency Fragility Testing Repeatable multi-frequency input motions shall be used in the fragility testing. It is the tect's objective to produce a Fragility Response Spectrum (FRS) which envelopes the Standard Response Spectrum shape using a biaxial input
'bo tio n .
Point A = 1.0 Hz and an acceleration equal to 25% of the i e' ZPA. ZPA means Zero Period c}cceleration.
~
Point D = 4'.0 Hz and 2 50% of the ZPA.
. Point E = 16.0 Hz and 250% of the ZPA.
Point G = 33.0 Hz and _ level equal to the ZPA.
. The range of maximum amplification of acceleration, 4.0 to 16.0 Hz has been designed to most realistically match the range of peak acceleration input to the relays by the equipments and panels on which they are mounted. Below a
- 4. 0 Hz, it is possible to encounter building frequencies to l as low as 1.5 Hz. The resulting panel motions would probably l .
be enveloped by the line AD since the amplification of
- panels at these low frequencies is small. Above 16 Hz, there are . equipment and panel resonances, however, the seismic energy input in this range is generally reduced and, there-fore, the motions would probably be enveloped by the line EG."
Where the fragility level is shown as 6G ZPA, it should be noted that this represents the table limit of the test f acility used. This corre ponds to 15G at the peak (Points D and E) of attached Page 3. . Where an asterisk (*) appears opposite the ZPA values, this l signifies that the testing was done to an earlier draf t of l l e - w e , , - w v. , . ~ = .w w , . , - . - , . - - , . - - - - y q- 9
- m .- . -
/ N&hh GEZ-6 67 5
~ ~;7 ffMK@.T;f Page 2
' ~S b ' -
i 5/20/77 M -
~-
_,y. P501 in which the peak (line D-E) spanned from 2.5:to 10 Hz. In those tests, the table limit was 4G ZPA, corresponding-
^ .
to 10G at the peak. - Where the complete relay model number is shown (for example that relay model was subjected to fragility STD1533A), testing. Following such tests, other models of that relay ,- family were reviewed for electrical and mechanical commonal-
- ity to the tested model. Such additional m'odels are also listed with the note "by review" in those cases in which the ,'
fragility level was conservatively judged to be equal or higher than the tested model. . I (b) Relays time dials, in the "Non-operating" condition have tap settings, currents an ~ These currents / voltages are intended to simulate maximum load : i condit. ions or conserva.tive settings. (c) Relays in the " Operating" condition have currents and/or
, voltages applied as specified in P501, Table 1. These are -
generally 200% of pickup. (d) Relays have been tested using as failure criteria: a) a two-i.e., a normally open
.)
millisecond contact discontinuity, (N.O.) contact closes for 2 ms or a normally closed (N.C.) an HEA relay connected to an N.O. contact opens contact operates or c) for 2 ms or b)an HFA hand reset relay connected to an N.O. contact operates. . (c) ' Transition tests are conducted (per P501) to determine if the operating time of the relay changes when subjected to a seismic test. Operating times are shown in seconds. . (f) With. " operating conditions" applied and theaverage The relay atvalue rest,is the celay operating time is measured. - shown'in the " Normal" column. (g) The relay is subjected to a biaxial multi-frequency motion at ) the level shown in column (b) and the " operating conditions" are again applied. The relay operating time is measured. The range of values found during these tests is shown in the
" Seismic" column. The dif f erence (if any) in the operating time may or may not be significant, depending on the relay applica tion.
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- .. , l I. Plant Name: LaSalle County - 1 g _; i l 1. Utility: CECO PWR r
l 2. NSSS; GE BWR X i
- 3. -"- A-E; S&L 1,2A?01E II. Ccnconent Name 6.9 KV Switchgear 1,2AP02E
- 1. Nodel NLutber Quantity: 4
- 2. Verdor ITE IMPERIAL CORPORATION teo. d33-50090 l
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- 3. If the ccqrnent is a cabinet or panel, nam ard nodel No. of l
the devices included; i
- 4. Physical Description a. Appearance Switchgear
- b. Dim nsions See attached
- c. Weight See attached
- 5. Iocation: Building: Auxiliary sidg.
Elevation; 710'6" and 731'6" A 33 for IE
- 6. Field bbunting Conditions [Xl Bolt (No. 30 , Si::e b" )
l N [ ] Weld (Iangth ) for 2E [ ]
- 7. Natural Frequencies in Each Direction: N.A.
hl: h2: V:
- 8. a. Functicnal
Description:
Power distribution Is the egaipment regaired for[ lEat Standby ( l. Cold b. Shutdown i IX]Ecth . ( Pertinent Paference Design Specifications: J-2543-01
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