ML20199G204

Rev 2 to Dynamic Qualification of Time Delay Relays

ML20199G204
Person / Time
Site:	Clinton
Issue date:	05/12/1986
From:	SARGENT & LUNDY, INC.
To:
Shared Package
ML20199G193	List: ML20199G204 U-600598, Forwards Rev 2 to Dynamic Qualification of Time Delay Relays in Response to 860505 & 06 Requests for Supplemental Info Re SER Outstanding Issue 7ii, Seismic & Dynamic Qualification of Equipment
References
CQD-023726, CQD-023726-R02, CQD-23726, CQD-23726-R2, NUDOCS 8606250121
Download: ML20199G204 (29)

Text

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i ILLIN0IS POWER COMPANY As p / ./ 29

.- CLINTON POWER STATION UNIT 1 t

DYMMIC QUAllFICATION OF

'flME .PELAY RELAYS Compiled by 1 .

THE COMPONENT' QUALIFICATION DIVISION SARGENT & LUNDY ENGINEERS Project No.: 4536-32 , CQD No.: COD- 023'/26

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Volune: SQ-CLD 67 Rev. 01 Date: 5-12-g(, _

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1 (I) 8606250121 860623 ADOCK 05000461 PDR

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' 4GL ad 3 A TABLE OF CONTENTS U-c00598 Ae y > *f #7 Description Page/ Tab Title Page

........................................ I Table of Contents ................................. II OA Sign-Off Sheet (Issue Summ.ary) ................. III Generic Checklist i

................................. A A I ~ A/6 61 i

Required Response Spectra (If Applicable) ........ B (( N jd Test Response Soectra (I f Appli cable) . . . . . . . . . . . . .

C C[ N Oh Qualification Document (Reference only, do not film) D Checklist for Supporting Calculation (If Applicable) E , El-E3 Su= porting Calculations (If Applicable 1

,,,,,,,,,,,, F), Fl ~ F12 Reference & Misc. Da ta . ( .R.e.f.e. r.e. n c. e. . o.n.lt ,. .d.o. .n.o.t. f Prc]ect No.: 4536-32 CQD No.: COD- 0237M Volume: SQ-CL D67 Rev. 02 Date : 5-/2-gf

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REV COMMENTS RESPONSIBILITY SECTIONS DATE onynal' .rssa "Rc"*"co " ba A h %,n AbG 00 '7/4/M REVIEWED BY:

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APPROVED BY:

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COMPONENT F b ISSUE

SUMMARY

OUALIFIC A TION i PROJ. NO.: 4536-32 L

OlVISION 1[SARGENTf4LHDY

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i GENERIC CHECKLIST i

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Iroject No.: 4536-32 l l CQD No'.: CQC- 02)Jgg

- Vo l um.7 : SQ-CL D87 4

Rev.02 Date: 5-12-96 4

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_ U=400378 A,, s ./ 29 PROJECT NAME: (('ghoq PROJECT NO.- 4536-32 @yjS0.YNOI SPEC. NO.: k-18b'I;k*SODI Reviewed By:

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@ BOP @NSSS App ed By: y' Date: e2

( k- 18 G 0 ( K-1801) p i s .iatu , ey /

j COMPONENT NAME: M B- E\ Ru E GM a a VENDOR / MANUFACTURER: b et.0cxch k Q CVeyNSc(\, b b oa6 COMPONENT NO./MODEL NO.: .Sf f. Ph(56 4 /b / 7012 Ah (// cab,, se'e s:W;larily justi-)

o#, p. A/f / l VENDOR'S REPORT NO. AND DATE: 7 3 S-7 7. O O A , R e tr. O i bbed 9-3-79) 7 3 4 7 9. Do A , R es _ co cl n-he d .3 e bl I 9

@ Accepted ORejected PROPRIETARY Comments: T he. reocct ac\eci,Cxle\u cl e4mnnskCcsLC cV m \ d ;c.c M o n N Oe rOcw lhec IE E E 3 9Y-/ 97f  !

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B. CLASSIFICATION AND FUNCTION

1. Classification Calc. flo: CQD .02.M A

@ Nuclear Safety-Related, Active Rev:. 02 Date:W2-M O Nuclear Safety-Related, Passive flo- 4536-31 t

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[ 3. Operability Requirements factive Components Only)  ;

h This component is ' required to operate: l 4 d @ During and after postulated dynamic *and accident events e' k ae O only after postulated dynamic and accident events 8 o.o ,

Y This chechtst is a Sargent & Lundy proprietary 8

• document. Home.er it may be used by libneis MECHANICAL DEPARTMENT STANDARD o$

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Power Company Personnel. Any other or susseauent use or reproduction of this cc:u-ment must be approved by Sargent & Lur:Jy. CHECKLIST FOR DYNAMIC QUALIFICATION OF p

) fur OFFICE USE ONLY - NOT TO BE SENT OUTSIDE OF SARGENT 6 LUNDY _ _ _

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A..a & ./ 09 PROJECT MO.:

4f 36 - 32. FILE NO.: CQD- 0 M h REV. : O 2.

-s C. Location and Mounting

1. Location Building: hk6$2 h8il . bM '

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' d.Se\ G f ne(c O c Rm's .

i Elevation: 7M ~O

2. Field Mounting Condition

@ Pipe /HVAC Duct: i p(j 1 "y'$ , [b ( k- A8(c) } Eld --$ oOM wall / Floor (L4.- 2 8 0 d )

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3. Mounting Attachment mnemenPT A M 7 k h [ h h blIa O f/ d N !

EBolting Number: h , Size: [-3k Material: og.ld ${t d Owelains welding Type:

Leg: . Length: , Pitch:

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Y Oche.- number of b it-s v er;4st d i n EC G5 F r oto r rapas .

D. METHOD OF QUALIFICATION I 3gg 7'Ag-D gl Static Analysis Dynamic Analysis

@ Test Other:

. E. VIBRATION INPUT

1. Dynamic Loads Considered Calc. NO: CQD. N 3 D 6

@ Seismic Rev 4:2- Date: F-/2 - A> A Prof.UO: 473S'D

_ O Hydrodynamic Page..A 1. 0f 4/A O Seismic ana Hydroaynamic

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hb 2. Required Frequency Range: Ito 35 HE ( TA B - B )

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3. Required Input f Response Spectra SEE PAGE A IT, c oMM E A!T *t S'.

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"" a) Required response spectra (attach graphs, identify).: Eme\c#ed E\eeked Reseme Soeckrw ; Mt EDGS LocMovw . i FOR OFFICE USE ONLY - NOT TO BE SARGENT&LUNDY MAS-Con-2.4 SENT OUTSIDE OF SARGENT & LUNDY ,,7__- _

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Rav. 02 Date: 5-/2-gf 1

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A H. L. / 3 A> O-coarse A-, N d 2 9 PROJECT __.1ktD M I C ALC NO . COD- 0 2#1 YlO REVISION:_._OC/

PROJECT NO l ES.h _3 2__ REVIEWED BY &.1 SATE: 5- IO_r OI.

(signaturek A. CONCLUSION OF REVIEW b Accepted b Rejected 3 * "U e O - AI' Comments:

Proj. No: +IED -

Page E.L. .0f E3 B DESIGN INPUT DATA B1. Has the input data been approved for use?

% f'3" Yes b No a EM ha EEu  ! EEa Comments:

B2. Is the input data applicable for this analysis?

b Yes b No Comments:

C. DOCUMENTATION C1. Does the analysis include, as applicable, purpose, input data, assumptions, and references?

Yes No 1

Comments:

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(e y C2. Is the analysis properly documented,in accordance with Quality Assurance Procedure GO-3.08?

% i Yes No 8 Comments:

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} D. TYPE OF ANALYSIS (Check one or both, as applicable) b Hand-prepared design calculation.

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b Computer aided design calculation.

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g ', E. TECHNICAL ADEQUACY O

8 E1. Assumptions. Are the assumptions used valid? O Yes No

a. Comments:

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u. e MECHANICAL DEPARTMENT STANDARD CHECKLIST FOR NONSTANDARD s

NUCLEAR SAFETY-RELATED ANALYSES FOR OFFICE USE ONLY - NOT TO BE SENT OUTSIDE OF SARGENT & LUNDY SAllGEllT&Lul10Y xAs-co-2.1

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AALL. J 3 A, 0- e cos se A.. /% P.?q PROJECT NO 4536._32- CALC. NO : COD- OLM dlC REVISION: f E2 Model I; the ar.alytical model(s) used adequate for this application?

Yes No Comments .

Catc. No: CQD .AM 72 6 Complete E3 and/or E4. depending on the type of calculation. Rev: ..O..E=-.Date:W2-M Proj. No: E "~#

E3 Hand-prepared calculation F3Re .. E.E. Cf- B E31 Method of review The review was conducted using:

A detailed review of the original calculation.

A review by an alternate, simplified or approximate method of calculation.

A review of a representative sample of repetitive calculations.

A review of the calculation against a similar calculation previously performed.

E3 2 Are the hand-prepared calculations technically adequate?

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E4 Computer-aided design calculation E41 Program Acronym RM Program Number: 0O05 0 56 d E4 2 Run I.D.(s)/Date(s): SIK AS . 5IK A6 datul Ab 7 . N f6 SIKE3 ' SIK.E 4 clafed ?A 'C l '1 %

E4 3 ls the computer program applica'ble for this calculation 3 O Yes O No E4.4 is the program maintained in Computer Services Division-controlled files?

Yes No-Has the program been validated in accordance with Appendix H of CSD Standards and Procedures Manual (GOP 4-1)?

No O Yes-a) Provide vaiidation eocumentation fiie no.:

b) Has it been documented that the program used is identical to the one validated?

Yes No y

i E4.51s the computer program input correct? I

.. .O8h h b Yes No 00 E4.6 Does the program input contain sufficient accuracy to produce results within any numerical OV limitations of the program? l rn .

g? .O Yes No O

E g E4.7 Are the computer results consistent with the input?

O [d O Yes No FOR OFFICE USE ONLY - NOT TO BE -

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b b e.} m / IA U-CDh3*9E A. a Jyj qcy PROJECT NO -_41D M CALC. NO.: COD-ON RIO REVISION JU ___

E4 8 Are the results correct and within stated assumptions and limitations of the program?

Yes ~ No E4 9 Are the computer-aided calculations technically adequate?

Yes No ReV: .. . t :' ~

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F COMMENTS

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FOR OFFICE USE ONLY - NOT TO BE MAS-CQD-2.1 SENT OUTSIDE OF SARGENT & LUNDY SARGENT&LUNDY

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, INTEROFFICE MEMORANDUM hc D e/ M From I. T. Kisisel -30 X-6776 Date May 10, 1986 Project No. 4 5 3 6-3 2 Dept /Div. Mechanical / Component Oualification Spec. No.

File No. COD-029810 Page No. 1 of I Client Illinois Power Co 3g Clinton 1 Unit Subject Agastat Relay Qualification - Recalculation of RRS with ( ) percent damping value Tc: R. D. Raheja -30 (1/0) cc: 11. Mohaghegh -30 (1/0)

Y. A. Patel -30 (1/0)

D. !!. Wright e30 (1/0)

CQD File -30 (1/l)

~

Reference:

CQD-027356, Revision 01, dated March 10, 1986  !

Volume SQ-CLO87 Recalculation of the required response spectrum (RRS) curves used in Ref. 1 qualification package with ( ) percent damping value is completed. Results indicate that these curves are enveloped by the test response spectra curves (TRS) provided in Tab D of the same reference.

" ' . -Furthmore, it is noted that the subject relays have no resonances below 40 hz frequency, therefore, comparison of ZPA values ofrRRS and TRS curves is sufficient for qualification purposes.

Based on the results of these calculations, and comparisons, it is concluded that the test results stated in Ref. 1, Tab D are valid and subject tilne delay relays are seismically qualified.

Supporting calculations are being forwarded to the CQD file by t copy of this memorandum.

ITK/cf Attachment A f

_ @\vbN{ 4A D SL F402 12/82

.I

. .