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Text

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)
	v • d • e

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ILLIN0IS POWER COMPANY

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

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4GL ad 3 A TABLE OF CONTENTS U-c00598 Ae > *f #7 y

Description Page/ Tab Title Page I

Table of Contents II OA Sign-Off Sheet (Issue Summ.ary)

III i

Generic Checklist A A I ~ A/6 61 Required Response Spectra (If Applicable)

B (( N jd i

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 1

Su= porting Calculations (If Applicable F), Fl ~ F12 Da ta. (.R.e.f.e. r.e. n c. e.. o.n.lt,..d.o..n.o.t.

Reference & Misc.

Prc]ect No.:

4536-32 CQD No.: COD- 0237M Volume:

SQ-CL D67 Rev. 02 Date : 5-/2-gf

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n REV COMMENTS RESPONSIBILITY SECTIONS DATE onynal'.rssa "Rc"*"co " ba A h %,n AbG

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ISSUE

SUMMARY

OUALIFIC A TION F

i PROJ. NO.: 4536-32 1[SARGENTf4LHDY lI COD- 023724 L

OlVISION

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GENERIC CHECKLIST i

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I Iroject No.: 4536-32 l

CQD No'.: CQC- 02)Jgg

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COMPONENT NO./MODEL NO.:.Sf f. Ph(56 4 /b

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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 PROPRIETARY

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

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CLASSIFICATION AND FUNCTION 1.

Classification Calc. flo: CQD.02.M A

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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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susseauent use or reproduction of this cc:u-ment must be approved by Sargent & Lur:Jy.

CHECKLIST FOR DYNAMIC QUALIFICATION OF p

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fur OFFICE USE ONLY - NOT TO BE SENT OUTSIDE OF SARGENT 6 LUNDY p,g, y

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FILE NO.: CQD- 0 M h REV. : O 2.

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Location and Mounting 1.

Location Building: hk6$2 h8il. bM VNCA

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Field Mounting Condition Pipe /HVAC Duct: i p(j 1 "y'$, [b ( k-A8(c)

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Mounting Attachment k h [ h h blIa O f/ d N !

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

@ Test Dynamic Analysis 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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Required Frequency Range:

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Required Input f Response Spectra SEE PAGE A IT, c oMM E A!T

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1 hg 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

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

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+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:

d4 (ey C2. Is the analysis properly documented,in accordance with Quality Assurance Procedure GO-3.08?

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D. TYPE OF ANALYSIS (Check one or both, as applicable)

@h b Hand-prepared design calculation.

y b Computer aided design calculation.

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

Comments:

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u. e CHECKLIST FOR NONSTANDARD NUCLEAR SAFETY-RELATED ANALYSES s

FOR OFFICE USE ONLY - NOT TO BE SENT OUTSIDE OF SARGENT & LUNDY SAllGEllT&Lul10Y xAs-co-2.1 P

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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?

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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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sua em e a n u m u 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 E4 3 ls the computer program applica'ble for this calculation ?

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

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

Yes No i

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Page 2

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

Yes

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REFERENCES & MISC, DATA
,Y.
~~
Project No.: 4536-32 CQD No.:
CCD-023737 Volume:
SQ-CL D87 Rev.OA Date: S-/3_ g4 (G)
+
JKd r f-g, SARGENT Q LUNDY v_g,oofyg 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 Illinois Power Co Clinton 1
Client 3g 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
.

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