ML20214K288
| ML20214K288 | |
| Person / Time | |
|---|---|
| Site: | Byron, Braidwood, 05000000 |
| Issue date: | 11/18/1986 |
| From: | Ainger K COMMONWEALTH EDISON CO. |
| To: | Harold Denton Office of Nuclear Reactor Regulation |
| References | |
| RTR-NUREG-CR-0660, RTR-NUREG-CR-660 2399K, NUDOCS 8612020249 | |
| Download: ML20214K288 (104) | |
Text
Commonwealth Edison
~,- 72 West Adams Street. Chicago, Illinois Address Reply to: Post Office Box 767 Chicago, Illinois 60690 - 0767 November 18, 1986 Mr. Harold R. Denton, Director Office of Nuclear Reactor Regulation U.S. Nuclear Regulatory Commission Washington, DC 20555
Subject:
Byron Station Units 1 and 2 Braidwood Station Units 1 and 2 Vibration of Diesel Generator Instrumentation NRC Docket Nos. 50-454, 50-455, 50-456 and 50-457 References (a): August 23, 1985 letter from B. J. Youngblood to D. L. Farrar (b): NUREG/CR-0660, February 1979
Dear Mr. Denton:
Reference (a) contained a request for additional information regarding the fatigue effects, due to vibrations, on instrumentation in diesel generator control panels. Attached to this letter are the responses to the request for additional information.
It is our understanding that the NRC Staff's concern regarding vibration of diesel generator instrumentation resulted from a recommendation contained in reference (b). Reference (b) is a report entitled " Enhancement of On-Site Emergency Diesel Generator Reliability". The recommendations in reference (b) were classified into three categories: most significant corrective action; significant corrective action; and additional corrective j
action. Recommendation 6 in the category of additional corrective action i
pertained to instruments and control or monitoring elements for diesel generators. The recommendation states:
"It is recommended that the instruments, control, monitoring, or indicating elements be supported in or on a free standing, directly floor mounted, panel to the extent functionally Practical except for the necessary sensors in piping, etc." (Reference (b),
Page V-18, attached) 8612O20249 961118 f
PDR ADOCK 05000454 i
l P
PDR-
. l j
Mr. H. R. Denton November 18, 1986 The Byron /Braidwood diesel generator design fully complies with this recommendation.
Please direct any questions regarding this matter to this office.
One signed original and fifteen copies of this letter and attachments are provided for NRC review.
Very truly yours, K. A. Ainger Nuclear Licensing Administrator 1m Attachments cc: Byron Resident Inspector 2399K Y
Recommendations:
__h It is recommended that the floors be painted with concrete or masonry type paint in all rooms of the DG units which house any electrical contactors, relays, circuit breakers or other devices having electrical contacts which are part of
.the DG systems.
6.
Instruments and Control or Monitoring Elements -
Mounting and Support The instruments and control or monitoring elements for: lube oil pressure, coo' ling water temperature, etc., for control, safety, or indicating functions were mounted on the engines or engine skids in many plants.
Other installations i
had the same kind of devices in free standing units directly floor mounted to minimize' damage induced by engine vibration.
Some actual major engine damage has resulted from vibration induced wear in a skid mounted control element.
Recommendations:
It is recommended that the instruments, control,
)
monitoring, or indicating elements be supported in or on a free standing, directly floor mounted, panel' to the extent functionally practical except for the necessary sensors in piping, etc.
7.
Comments on Specifically Applicable Documents It is recommended that attention be given to the brief comments in Appendix H on documents which are judged to be particularly relevant to the program.
These comments are appropriate in that these documents either (1) support the
~
basis for the program, (2) reveal the excessively long time prior existence of DG operational problems, or (3) strengthen the observations and/or conclusions.
There are a number of the other numerous documents listed in Appendix B which are also relevant, but to a lesser degree.
V-18
)
F '
RESPONSE TO REQUEST FOR ADDITIONAL INFORMATION 1.
Provide the acceleration response plots recorded at the seven locations on the control panel, and clarify whether these plots represent accelerations at the locations or device location response spectra.
Response
The acceleration plots are provided in Attachment 1 (Sargent & Lundy CQD File 016549). These measurements were made at seven instrument locations I
on the panel.
2.
Explain how 0.31g, the maximum value of the operational acceleration, is derived. Also, justify the conclusion that the seismic test had enough margin for operational vibration, which is made solely by comparing the above acceleration value with the Zero Period Acceleration (EPA) of Test Response Spectra (TRS), 0.8.
It is noted that in comparing the severity 9
of the two motions, their respective frequency contents should be considered, instead of only the ZPA value or the acceleration at a particular frequency point.
Response
(
The value of 0.31g was based on site measurements of vibration levels prior to obtaining the accelcration plots discussed in the response to question (1). Attachment 2 contains additional information concerning the vibration measurements. This information was not used or intended to be used to " qualify" the equipment, but rather to demonstrate the equipment will withstand seismic vibration levels added to operational vibration levels. This demonstrates the quality of the equipment. We recognize this does not show the fatigue capabilities of the instruments due to the dissimilar frequency ranges.
3.
Demonstrate that the Byron /Braidwood diesel generator control panel devices and instruments are similar to the LaSalle diesel generator tested control panel devices and instruments by providing similarity data for the following parameters: manufacturers, model numbers, materials, sizes, dimensions, and dynamic characteristics, etc. We need this information to conclude similarity of the corresponding devices and instruments.
For devices which are unique to Byron /Braidwood, justify that they can be covered by the LaSalle evaluation.
Response
The components tested for LaSalle are not identical to the Byron /Braidwood components, but are of similar types. Attachment 3 provides a comparison of the components. The LaSalle program covered a large spectrum of equipment and the equipment passed the tests. This provides assurance that the Byron /Braidwood equipment would be able to pass similar testing.
1 1
r_ -
E 4.
Provide a detailed calculation of the fatigue damage' potential of both LaSalle EDG program and actual operational vibration of Byron /Braidwood diesel generator control panel, which supports your conclusion that the fatigue damage potential associated with the test program is at least 6.38 times greater than that associated with the vibration due to the Byron /Braidwood engine operation.
Response
The fatigue damage calculation is provided in Attachment 1 (Sargent &
Lundy CQD File 016549). The computer programs utilized are proprietary to Sargent & Lundy. Program manuals can be made available as well as personnel familiar with the calculations.
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297
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....- I TEROFFICE MEMORAN i October 5, 1984 1.
T.
Fisisel - 30 X6776
_ gm From 4391-00 Project No.
q,p;, Mechanical / Component Oualification Spec.No.
p File No.
COD-016549 1 of 2
Page No.
Bv rc'n Unit _ 1 Client _
CF&o Stn._. -_
Fati nje Damacte Potential of Vibrqtion Sianals Monitored i
Subject on Diesel Generator Control Panels To:
K.
L.~Adlon
-30 ACTIVITY g g NUMBER:
CC:
S.
J.
Ilampton
-30 (1/0)
@ AFE W-RELA M M.
M.
!!assaballa
-30 (1/0)
O NON-SAFETY-REl.ATED Y.
A.
Patel
-30 (1/0) g SEND TO QA AEM/APD/ITK
-30 (1/0)
O DO NOT SEND TO QA L
COD File
-30 O /1) qg o
Ga yo.E E=c Referencos:
- 1. L*..ter from R.
E. Querio to D.
Elias, LTR: Eyron G na.:
84-1100, dated 9-4-84 (with attachment)
- 2. Qualification Plan fcr thc Qualification of EDGS ::o.
6554 6, Vol. 6-Vibration Aging Procedure, SWR 1 Documen.E g n
t,~7 02-6 07 3-011-OP- ( 2 ) -v6- ( 2), March 1982 cE No.
, as
, as [
n sn Results from the DG Panel Vibration Test (Ref. 1) are evaluated in i,$ f,;
terms of f atigue damage potential.
Representative synthetic time S'3 histories simulating the highest level peak to peak acceleration signals monitored on the subject panel are anaJyacd with respect to y.ES the possible fatigue damage potentici using S&L Computer Program RFC (Program No. 09-5.194-1.5)-
Results are compared with the fatigtxt-P' damage potential of the test acceleration time history that was used for the vibration aging of functionally similar components for the LaSalle County Station EDGS aualification program (Ref. 2).
Comparicon iridicates that the total f atigue damage induced by the LaSalle test time history during the eleven hour test period is at least 6.38 times greater than the computed total damage of the hiahest level vibration that the said panel will be subjected to if a total of ten tnoosand hours operation of diesel generators are postulated.
Based on this comparison, and on the fact that no vibration aging related failures are reported by the LaSalle EDGS Qualification Program, it can he cor.cluded that the monitored vibration levels are not
(
potentially harmful to the components on the subject panel.
v RECEIVED
/
/ NYN f
hf2 L ;T 121984 COD RECORD CENTER S'* u n
Interoffice Memorandum October 5, 1964
-m 4391-00
('"') Fatigue Damage Potential of Vibration Signals Monitored on Diesel Generator Control Pancls CQD-016549 Page 2 of 2 The report containing the calculations and analysis results with attachments is sent to the CQD Library by copy of this memorandum.
Please contact me or S.
J. Hampton in casc of questions related to the contents of this report.
1 I
%ildL hj{$hk
'~
ITK/ws
/9 Attachment V
s 2
PROJECT: 8 r*4 CALC. NO.: COD-O/(ff 9 REVISION 0 0
/
PROJECT NO.: ID/~O O REVIEWED BY:
DATE: /8M8Y (sign ure)
A. CONCLUSION OF REVIEW Accepted Rejected Comments:
B. DESIGN INPUT DATA B1. Has the input data been approved for use?
Yes No Comments:
B2. Is the input data applicable for this analysis?
hYes No Comments:
C. DOCUMENTATION C1. Does the analysis include, as applicable, purpose, input data, assumptions, and references?
b Yes No Comments:
ha j y C2. Is the analysis properly documented,in accordance with Quality Assurance Procedure GO-3.087 b Yes No lj$
Comments:
L N
E D. TYPE OF ANALYSIS (Check one or both, as applicable) 8 E
Hand-prepared design calculation.
@g b Computer-aided design calculation.
l "C
l 61 E. TECHNICAL ADEQUACY O
E1. Assumptions. Are the assumptions used valid?
Yes O No 6
Comments:
<o 2ylg MECHANICAL DEPARTMENT STANDARD CHECKLIST FOR NONSTANDARD NUCLEAR SAFETY-RELATED ANALYSES FOR OFFICE USE ONLY - NOT TO BE nAs- & 2.1 SARGENT&LUNDY Page,1 of ',3 SENT OUTSIDE OF SARGENT & LUNDY
,awomaan
[
PROJECT NO.S U-OO CALC. NO.: COD-o/4fR_ REVISION: 0 0
( )
E2. Model. Is the analytical model(s) used adequate for this application?
Yes No Comments:
Complete E3 and/or E4. depending on the type of calculation.
E3. Hand-prepared calculation E3.1 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?
Yes No Comments:
E4.
Computer-aided design calculation R FC_.
Program Number: 0 9.f. /M- /. O E41 Program Acronym:
E4.2 Run I.D.(s)/Date(s): 8144//d-4-B4 SJ f 8//0 84 6 2 25 //0- 9 -E4 j
E4.3 ls the computer program applicable for this calculation ?
Yes 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 Yes-a) Provide validation documentation file no.:
b) Has it been documented that the program used is identical to the one validated?
Yes No E4.5 is the computer program input correct?
l q[
Yes No
. o [e E4.6 Does the program input contain sufficient accuracy to produce results within any numerical OO*
limitations of the program?
,i u).
Y Yes No l
<?
2 o Eg E4.7 Are the computer results consistent with the input?
oo wC Yes No FOR OFFICE USE ONLY - NOT TO BE SARGENT5LUNbp nas-mo-2.l SENT OUTSIDE OF SARGENT & LUNDY insomaans-Page i 2 of ;3 I
l t
J
PROJECT NO.:
43 W < 0 CALC. NO.: COD. O /(f43 REVISION oO O
E4.8 Are the results correct and within stated assumptions and limitations of the program?
b Yes No E4.9 Are the computer-aided calculations technically adequate?
Yes No Comments:
F. COMMENTS O
l l
l G
I ni 7*
o.
OH 9O NN 26 5 -i e&
O MAS-CQD-2.1 FOR OFFICE USE ONLY - NOT TO BE SARGENT&LUNDY SENT OUTSIDE OF SARGENT & LUNDY 1amomessis Page l 3 of (3
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...._.~m m...m_-
4-. _ _
.,_..m SARGENT & LUNDY i
ENGINEERS CHICAGO '
VO r
1-1' FATIGUE DAMAGE POTENTIAL I
OF VIBRATION SIGNALS MONITORED l
ON DIESEL GENERATOR LOCAL CONTROL PANELS j
O CQ 3
_I NM
- i. -
1 J
BYRON STATION i
UNIT 1 I
i i
Prepared by i
~,
Sargent & Lundy COD-016549 - Rev.:
00 f
October 5, 1984 I
O L
(ii) i -
SARGENT & LUNDY ENGINEERS CHICAGO
-. Calc. No. CQD -o/6547 Rev: 00 Dato: fofg/gy C,~.
Proj. No:
I3pf-o6-f TABLE OF CONTENTS P
Description Pago Checklist for NSRA Calculation Review.
i Cover Page ii Table of Contents.
iii Issue Summary.
iv-Introduction.
1 Method.
1
(
t Results.
9 s
Conclusions.
11 References 12 i
Vibration Plots (Attachment)
(For Reference only, Do Not Film) l b"licto er h' e f is f'in
' (
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L O 1
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ISSUE
SUMMARY
COMPONENT P R O J. N O.:
b T/~ "
QU ALIFIC ATION SARGENT&duMDY ofgg f ;7 f
DIVISION
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"""maskaS-COD-REV COMMENTS RESPONSIBILITY DATE PREPARED BY:
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[8 7 8f Odv,in4MS50C REV,EwEo By:(([,f fo/r/gp 60 APPROVED BY: L L, M
[O 8f PREPARED BY:
REVIEWED BY:
APPROVED BY:
PREPARED BY:
REVIEWED BY:
O APPROVED BY:
PREPARED BY:
REVIEWED BY:
APPROVED BY:
PREPAHED BY; REVIEWED BY:
APPROVED BY:
PREFARED BY:
REVIEWED BY:
APPHOVED BY:
PREPARED BY:
REVIEWED BY:
APPROVED BY:
(i V )
1
SARGENT & LUNDY Calc. No. CQD - o / 4 5 9 9 ENGlNEERS
/0/5 f 3p/ - o c/F9 CHICAGO Rev: OO Date:
Proj. No:
Page / of
/ 2-
)).
(
==
Introduction:==
The objective of this work was to determine the effect of Emergency Diesel Generator induced vibration on the components mounted on Byron Station Unit 1 Diesel Generator Local Control Panels.- The levels of diesel generator induced vibrations were determined by measurement of panel accelerations at seven instrument locations during operation of the diesel' generator.
The potential effects of these vibrations were estimated by calculating the fatigue damage potential of these vibrations for components mounted at.the location of highest measured acceleration levels and comparing this damage potential to the fatigue damage potential of the accelerations used to simulate vibration aging of functionally similar components during qualification testing for use in LaSalle County Station.
Method:
Vibration levels for the Byron Station Unit 1 Diesel Generator Local Control panels were measured during fully loaded operation of the Emergency Diesel Generator; start-up and shut-down effects were not considered.
The Emergency Diesel Generator System Qualification program for LaSalle County Station included vibration measurements due to start-up, operation, and shut-down phases (Ref. 2).
These measurements were taken at various locations on the engine and on the skid.
There were no significant differences l
in the measurements taken at the skid during start-up, operation, i
and shut-down.
This indicates that qualification of equipment I
that is excited by the engine skid need not independently consider the infrequent and short duration start-up and shut-down phases. The
-,. - _. -. _ _ ~. _ _. _._ _ _ _. _._-. _ _ _ _ __ _ _ _ _.. _ _...
SARGENT & LUNDY Calc. No. CQD - 0 /454 9 93p/- o/5/gf Rev: OO Date: /0 ENOINEERS Proj. No:
CHICAGO o
Method:
Cont'd Page.Z of ( 1
\\/
start-up and shut-down phases of operation of the Cooper Besmer KSV 20-2 twenty cylinder engines in Byron Station Unit 1 were i
therefore, not. considered to be'a significant source of diesel generator induced vibration of the control panels, since vibration is transmitted to the panels through the engine skid and t.he floor.
4 The accelerations perpendicular to the control panel of seven instrument locations on Diesel-Generator Control Panel, 1PLo8J were measured at two hour intervals during a period of 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> l
of continuous fully loaded operation of the Emergency Diesel Generator.
The frequency range of measurement was from 311z to 2 kilz.The measurements were plotted as the magnitude of peak o
1 to peak acceleration vs. frequency and averaged peak to peak i
acceleration vs. time.
A three percent frequency bandwidth was used for the frequency vs. acceleration graphs, and a one second
{
averaging was used for the unfiltered averaged acceleration vs.
time graph.
These acceleration records are in,cluded as l
Attachment A.
i The fatigue damage potential of the maximum measured panel vibration was evaluated by a fatigue damage evaluation procedure, t
Synthetic acceleration time histories were formed by taking peak acceleration values representing typical strong motion regions (between fif ty and one thousand IIz) from the acceleration vs.
l frequency graph and creating sinusoidal signals at each frequency O
l of the peak acceleration occurrence, whose maximum amplitude is j
one ha)f of the measured peak to peak value.
The signals created by this procedure were combined to forta synthetic acceleration
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Method:
(Cont'd) time histories that are representative of the measured acceleration history The synthetic acceleration time history can be expressed as:
N At F(t)
=E Sin 2nf t i
i=1 2
where:
N is the number of peaks used to construct the time history.
Ai is the value of the ith peak.
fi is the frequency corresponding to Ai.
t is time.
F(t) is the resultant synthetic acceleration time n
(. )
history.
The resulting synthetic acceleration time history was then scaled so that the peak value was the same as the peak value of the measured time history record.
Twenty frequencies were chosen between 50Hz and 1 kilz to generate the synthetic acceleration time history.
The frequencies and corresponding accelerations are listed in Table 1.
The synthetic acceleration time history was scaled to a half cycle magnitude of.31g and evaluated at two thousand 0.000167 second time intervals to construct a one third second history for numerical processing.
The first synthetic acceleration time history is shown in Figure 1.
A second synthetic acceleration time history was constructed to
,s
~~
estimate the effect of choosing a finite number of frequencies to reconstruct the acceleration history.
Frequencies were added midway
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Page ll Of $2-TABLE 1 COMPONENTS OF-TIME HISTORY-1 i
4 Frequency (112. )
Acceleration (g) 4 1
50.0
.016 i
2 55.0
.030 3
65.0
.091 4
72.0
.025 5
-82.0
.030 1
6 90.0
.030 l
7 102.0
.060 8
130.0
.100 1
~9 150.0
.140 10 170.0
.220 11 200.0
.100 12 300.0
.150 i
13 350.0
.200 l
14 400.O'
.200 15 500.0
.100-16.
600.0
.170 17 700.0
.200 18 800.0
.150 19 900.0
.090 20 1000.0
.160 l
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(Cont'd)
(v~3 between those used for the first time history construction.
The acceleration magnitude was assigned to be the average of the two adjacent accelerations.
The frequencies and accelerations used to construct the second time history are listed in Table 2.
The time interval and duration of time history were the same as the first synthetic acceleration time history.
The second synthetic acceleration time history is shown in Figure 2.
The acceleration time history of the vibration used to age components for the LaSalle County Station qualification (Ref. 4) was constructed for fatigue damage evaluation.
The 1.41g half cycle magnitude 300 IIz sinusoidal acceleration time history was evaluated at 0.000167 second intervals for a total duration of one third of a second.
73O The fatigue damage potentials of these acceleration time histories were evaluated using the Sargent & Lundy fatigue potential evaluation program, RFC.
This program calculates the fatigue damage of an acceleration time history by both the Mean Value Crossing Cycle Counting and Range Reversal Cycle Counting Technique.
Fatigue damage of a signal is defined as n
y Da = E Mi i=1 n = Number of cycles identified by each technique M = Magnitude of an identified cycle i
Y = Exponent determined from fatigue test data The method by which a cycle is identified and, consequently, the (m,)
magnitude of each cycle is defined for each technique.
The number of cycles and cycle magnitude are the only variables in both
SARGENTa LUNDY
,C,[c,Ng,CQg,gffggp ENGINEERS Rev: 00 Date:- /0/g/g7 Proj. No: /j3pf_go Page 7 of. /E TABLE 2 COMPONENTS OF TIME liISTORY 2 Frequency (liz)
Acceleration (g)
Frequency (Hz)
Acceleration (c) 1 50
.016 21 200
.100 2
52.5
.023 22 250
.125 3
55-
.030 23 300
.150 4
60.0
.0355 24 325
.175 PS 65.0
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72.0
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77.0
.0275 28 450
.150 9
82.0
.030 29 500
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.030 30 550
.135 11 90.0
.030 31 600
.170 12 96.0
.045 32 650
.185 13 102.0
.060 33 700
.200 14 116.0
.080 34 750
.175 15 130.0
.100 35 800
.150 16 140.0
.120 36 850
.120 17 150.0
.140 37 900
.090 18 160.0
.180 38 950
.125 19 170.0
.220 39 1000.0
.160 20 185.0
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cale. No. CQD - O/66 9 9 SARGENT & LUNDY r
p3f/ /oo/69
/05 EN NEERS Rev: oo Date:
Proj. No:
Page 7 Of I 2-Method:
(Cont'd)
O evaluation techniques.
The exponent, [ used in all evaluations was 4.3.
This is a conservative value for high cycle fatigue.
Results:
The fatigue damage potential of all acceleration time histories as evaluated by both Mean Value Crossing Cycle Counting and Range Reversal Cycle Counting techniques are shown in Table 3.
Representations of the measured accelerations by combinations of a finite number of frequencies in the first and second synthetic acceleration time histories indicate that a synthetic acceleration time history created from fewer frequencies may result in higher calculated fatigue damage by both calculation techniques than a synthetic history craated from more frequencies.
O Comparison of the fatigue damage potential of the vibration aging used in the LaSalle County Qualification program to the fatigue damage potentials calculated from measured vibration at Byron Station demonstrates that the LaSalle County Qualification was more damaging than the service conditions on the Byron Station Unit 1 Diesel Generator Local Control Panels.
This result can be numerically demonstrated as follows:
LaSalle Qualification Test Duration 11 hrs.
Byron D.G.
Total 10000 hrs.
Operation Time O
..=
SARGENT & LUNDY ENGINEERS CHIC AGO Calc. No. CQD - of6 5~4 o)
/3 9/_ o/5/89 Date: /0 Rev: oo Proj, No:
f o
Page'/6 of /2 TABLE 3 FATIGUE DAMAGE EVALUATION RESULTS
-a w
Acceleration Total Damage for 1/3 Sec. Long Time History Time IIistory Mea.n Value Range Reversal Cycle Counting Cycle Counting LaSalle Test 887.253 17394.572 T. ll.
(Run ID:SlKB)
First Synthetic 0.153 1.570 T.II.
(Run ID:SlKA)
Second Synthetic 0.086 0.885 T. l!.
(Run ID:SlKS)
Example:
F.D. from Run ID S1KB = 0.70477*1016*(0.001)4.3
= 887.253
SARGENT & LUNDY gggc, gg, gqg _ g / 6 3 p 9
" " S$[co' "
- Rev: 00 I 39/ p/Sl/
Date: /0/5 Pr6]. No:
f Results:
(Cont'd)
Page // Of
/2
(,,i Total Damage Ratios:
Mean Value Crossing R1=
00 b
3 Cycle Counting Techniqu R1 = 6.38 Range Reversal R2=
0 0 0
Cycle Counting Technique R2 = 12.19
==
Conclusions:==
The fatigue damage potential of Diesel Generator induced vibration of Byron Station Unit 1 Diesel Generator Local Control Panels was calculated simulating measured acceleration histories.
This fatigue damage potential was compared to the fatigue damage potential of the acceleration history that was used to vibrationally age
,~
functionally similar components in the LaSalle County Station E.D.G.S.
qualification program.
This comparison demonstrates that the total fatigue damage potential of the eleven hour LaSalle County qualification aging is at least 6.38 times greater than the maximum fatigue damage potential of ten thousand hours of Diesel Generator induced vibration of Byron Station Unit 1 Diesel Generator Local Control Panels.
Since no vibration aging failures were reported during the LaSalle County Station E.D.G.S.
qualificaiton testing, we co'nclude that based on the comparison of calculated total fatigue damage potentials no failure of components mounted on these control panels will occur due to Diesel Generator induced panel vibration.
O
SARGENT & LUNDY E N Gl N E E R S CHICAGO Calc. No. CQD - of65 99 f)
Rev: 00 Date: /0/5~/f//
Proj. No: / 39/- oo V-f Page /2 of /E t
t 1
i i
References:
s 1.
Acceleration Measurements - Letter LTR:
Byron 84-1100 dated 9-4-84 2.
Response of an EMD-645 Engine and Selected Accessories to Impulsive and Steady State _ Loads, SWRI Project No. 02-6073-001 4
3.
RFC, Sargent & Lundy Program Number 09.5.194-1.0 1
i 4.
Qualification Plan for the Qualification of EDGS No. 64546, Vol. 6 - Vibration Aging Procedure, SWRI Document No. 02-6073-Oll-QP- ( 2 ) -V6- ( 2 ), March 1982 i
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.SARGENT & LUNDY E N O 1 N E E It S CHICAGO C9D - of 65 99 t
+
1 l'
MICROFICilE LISTING Run ID Date Description Fiche Orig. No.
i SlKB 10/4/84 RFC - Pure Sine 300 llz 1
SlKA 10/4/84 RFC - 1st Synthetic T.l!.
1 SlKS 10/4/84 RFC - 2nd Synthetic T.H.
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O C q b - 0 1 6 5 i o) t ATTACl&MGNT - A
[po 90 i Fw-)
September 4,1984 LTR: BYRON 84-1100 TO:
Dave Elias
SUBJECT:
Diesel Generatot Panel Vibration Test Accompanying this letter are the results Etoa the DG Panel Vibration Test per your request. These results were taken under fully loaded conditions and in a 24 hout period by John Ventimiglia and Dave Flowers, Byron Technical Staff.
If you have any questions please contact John Ventimiglia at extension 602.
M R. E. Quetio Station Superintendent j
Byron Nuclear Power Station REQ /JV/c1h K. Adlon (S&L) /
cc:
K. Ainger (PED)
J. Ventimiglia E. Falb O
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Page 1 of 2 \\ Byron /Braidwood vs LaSalle ( ) D-G Control Panel Instruments o' Type Byron /Braidwood LaSalle (tested) Switch Electroswitch EMD (2 samples) honeywell (Micro) Murphy Westinghouse Square D Circuit Heinemann Breakers GE Diodes Motorola Fairchild General Inst. IT&T Motorola Westinghouse Rectifiers Fairchild (2 samples) GE (2 samples) General Inst. (2 samples) ,.s Int. Rect. (2 samples) ( .) IT&T (2 samples) Motorola (2 samples) Siemens Westinghouse (2 samples) Fuses Amp Bussman Littelfuse Relays Agastat Cole-Hersee Electroswitch ITE Westinghouse GE Solenoid Woodward (3 samples) GM (3 samples) EMD Solenoid ASCO Valves Salem (2 samples) Potentiometer Bourns Precisions fN .,,,/ hw
r Page 2 of 2 O Type Byron /Braidwood LaSalle (tested) Signal Synchro (2 samples) Generator Magnetic Pickup Electro Corp. Terminal Board GE Motor EMD (5 samples) Batl. Select. GM Contactor O O u -}}