ML20010E664
| ML20010E664 | |
| Person / Time | |
|---|---|
| Site: | Fermi  |
| Issue date: | 12/11/1979 |
| From: | Occhi H, Rob Parker, Uebelhoer B GENERAL ELECTRIC CO. |
| To: | |
| Shared Package | |
| ML20010E662 | List: |
| References | |
| H13-42, NUDOCS 8109080116 | |
| Download: ML20010E664 (25) | |
Text
. ORF# H13-42 GENER AL h ELECTRIC-sa ~o-NUCLEAR ENERGY BUSINESS GROUP REV 5
.S t) TEST REPORT
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NUCLEAR ENERGY BUSINESS GROUP REV LIST OF ILLUSTRATIONS FIGURE' TITLE PAGE 6.1 ACCELEROMETER LOCATIONS 4
ISOLATOR TEST SET-UP 5
8.1 OBE DUAL AXIS LATERAL IM-PHASE I4 8.2 OBE DUAL AXIS LATERAL OUT-0F-PHASE 15 8.3 SSE DUAL AXIS LATERAL IN-PHASE 16, 8.4 SSE DUAL AXIS LATERAL OUT-OF-PHASE
'17 8.5 OBE DUAL AXIS LONGITUDINAL IN-PHASE 18 8.6 OBE DUAL AXIS LONGITUDINAL OUT-0F-PHASE 19 8.7 SSE DUAL AXIS LONGITUDINAL IN-PHASE 20 8.8 SSE DUAL AXIS LONGITUDINAL OUT-0F-PHASE 21 LIST OF TABLES TABLE TITLE PAGE 8.1 LATERAL SINE SWEEP & DWELL 11 8.2 LONGITUDINAL SINE SWEEP & DWELL 12 8.3 VERTICAL SINE SWEEP & DWELL 13
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NUCLEAR ENERGY BUSINESS G ROUP REV TABLE OF CONTENTS
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PAGE 1.0 SCOPE 1
2.0 REFEPENCE DOCUMENTS, CODES & STANDARDS 1
2.1 SPECIFICATIONS 1
2.2 INSTITUTE OF ELECTRICAL & ELECTRONIC ENGINEERS (IEEE) 1 2.3 DRAWINGS 3.0 ESSENTIAL DEVICES 2
4.0 TEST ARTICLE 3
5.0 ATTACHMENT TO SEISMIC TABLE 3
6.0 INSTRUMENTATION 3
6.1 ACCELEROMETER MOUNTING 3
6.2 ISOLATOR TEST SET-UP 5
6.3 TRIP UNIT 5
6.4 KEY SWITCH 6
6.5 PUSHBUTTON SWITCH 6
6.6 RELAY 6
6.7 TIME DELAY RELAY 6
6.8 PANEL AUXILIARY RELAY 6
6.9 RELAY 7
6.10 CHATTER DETECTOR CONNECTIONS 7
7.0 TEST DEFINITION 7
8.0 TEST RESULTS 8
8.1 GENERAL 8
8.2 LATERAL SINE SWEEP 8
8.3 LATERAL DWELL TEST 9
8.4 LONGITUDINAL SINE SWEEP 9
8.5 LONGITUDINAL DWELL 9
8.6 VERTICAL SINE SWEEP & DWELL 9
S.7 DUAL AXIS TEST 10
9.0 CONCLUSION
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DRF# H13-42 h
TEST REPORT C0FRENTES H13-P618 PANEL 1.
SCOPE This document describes the seismic qualification tests conducted March 20-23, 1978 on correntes panel, MPL No. H13-P618, Div 2 RHR B&C Relay Vertical Board. The panel is of vertical design, 72.00 inches wide x 36.00 inches deep x 90 inches high. The panel contains essential components including switches, relays, trip units, an inverter, field contact input isolators and a high level output isolator. Test results are applicable to BWR/6 panels of similar con-figuration, and with similar essential devices. Tests were conducted per GE specifications 225A5766 and 22A4320 according to the test requirements specified in Engineering Work Authorization (EWA) number EAD05. Tests were performed to both IEEE344-1971 (225A5766) and IEE344-1975 (22A4320) requirements.
I 2.
REFERENCE DOCUMENTS, CODES, AND STANDARDS
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2.1 SPECIFICATIONS a.
Seismic qualification procedure 22A4320 b.
Seismic qualification procedure 225A5766 c.
Test procedure TP 510.0221 d.
Correntes required response spectra 272A8480 (sheets 4 & 5) 2.2 INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) a.
IEEE Recommended Practices for Seismic IEEE-344-1971, Q'ulification of Class 1E Equipment IEEE-344-1975 for Nuclear Power Generating Stations.
S.3 DRAWINGS I
1 a.
Assembly 828E178AD b.
Parts List PL 828E178AD c.
Electrical Device List 3681526AD d.
Connection Diagram
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ORF# H13-42 e.
Residual Reat Removal System 828E246AD f.
Automatic Depressurization System 851E225AD g.
Reactor Core Isolation Cooling System 828E251 AD h.
Rod Control and Information Systen 851E478AD 1.
Standby Liquid System 828E234AD
- j. Remote Shutdown 828E239AD 3
ESSENTIAL DEVICES Device Drawing Quantity 3.1 Relay, panel auxiliary 136B3137P001 2
3.2 Relay 164CS257P007 2
33 Switch type CR2940 145C3040P006 2
3.4 Switch type CR2940 145C3040P010 2
3.5 Relay 145C3217P010 2
3.6 Relay, panel auxiliary 159C4251P001 4
3.7 Relay 164C5258P001 5
3.8 Relay 164C525SP004 31 3
3.9 Trip unit 164C5150P216017 1
3.10 Trip unit 164C5150P116016 2
3.11 Trip unit 164C5150P170002 2
3 1.2 Trip unit 164C5150P170159 2
3.13 Trip Unit 164C5150P170007
'2 3.14 Trip unit 164C5150P170012 1
3.15 Trip unit 164C5150P170017 4
3.16 Trip unit 164C5150P170023 4
3.17 Trip unit 164C5150P270026 2
3.18 Trip unit 164C5150P170066 1
l 3.19 Trip unit 164C5150P179028 1
l 3 20 Trip unit 164C5150P270017 2
i 3 21 Trip unit 164C5150P277043 2
3 22 Trip unit 164C5150P279058 2
3.23 Trip unit 164C5150P700000 13 3 24 Inverter 164C5243P008 1
3.25 Calibration unit 262 AT144P001 5
3 26 Switch (type CR2940) 145C3040P001 2
i 3.27 Relay 145.C3217PO47 2
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1 DRF# H13-42 De. Ace Drawing Quantity 3 28 Trip unit 164C5150P216004 1
3.29 Trip unit 164C5150P216026 1
3 30 Relay 164C5257P010 1
3.31 Relay 164C5258P002 40 3.32 Field Contact Input 204B6186AAG002 3
Isolator 3.33 Field Contact Input 204B6186AAG003 8
Isolator 3.34 High Level Output 204B6188AAG001 11 Isolator 4.
TEST ARTICLE H13-P618 is a Division 2 Residual Heat Removal Control panel measuring 72 in in width, 36 it.. deep and 90 in. in height. Sides of this panel are reinforced by miu-plane diagonal bracing with gussets. Diagonal bracing is fabricated from structural steel square tubing and measures 36 in on each side. Tie-down holes at the base of.he panel are 12 in. from center to center and extend to 6 in from 8
the corners of che panel.
5.
ATTACHMENT TO SEISMIC TABLE I
Panel was mounted en Seismic Table per Seismic Qualification Procedure 22A4320, Paragraph 5.1.
For the performance of Longitudinal testing, the panel wu rotated 900 and remounted per the aforementioned procedure.
6.
INSTRUMENTATION 6.1 ACCELEROMETER MOUNTING l
Initid accelerometer mountings are as shown in Figure 6-1..
During the lateral dual axis test, accelerometer No. 3 was removed in order that it might be used to asasure floor motion (vertical). For longitudinal testing acceleroatter No. 8 was added to the right rear of the panel (as shown in Figure 6-1) approximately 4 ft from the bottom. This was done to measure high accelerations noted at the
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ORF# H13-42 open end of the panel at # 25Hz. (No instruments are located in this area of the panel.)
6.2 ISOLATOR TEST SETUP Isolator test included a field contact input isolator (204B6186AA) and a high level output isolator (204B6188AA) connected as shown in sketch below.
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i 24 Vdc was applied to both cards. Input card will go to "0NE" state and output card will follow. Voltage across load was observed to assure that it remained in "0NE" state. Following each test, input card was extracted temporarily to observe output card dropping to "zero" level.
6.3 TRIP UNIT TEST (164C5150) l Trip unit with nomenclature oa' 7 (Channel 12) was selected sicce it was located the highest of all trip units 1. the cabinet.
The following test procedure uns utilized:
6.3 1 Apply 24 Vdc to calibration unit (DV) 6.3.2 Set calibrator to desired trip unit (Channel 12)
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3 OPF# H13-42 633 vary calibrator, current until trip light comes on.
3 6.3.4 set trip light to come on at some convenient reading.
(Trip was set to 3 5 Kg/cm, which is the centar of the scale.)
2 6.3 5 Reduce calibrator current until trip light extinguishes.
6.3 6 I' crease current until reading of # 3.4 is reached (this is approximately 0.4 ma of 25 of total current).
6.3.7 Observe trip light before, during and following each test.
6.4 KEY SWITCH (EA) CR2940(145C3040) 6.4.1 Place Key in " Test" position. This closes contacts.
6.4.2 Connect to cliatter detector (NC position).
6.4.3 Turn key after each test to observe trip on chatter detector.
6.5 PUSE BUTTON SWITCH (DY) (145C3040).
6.5.1 Connect to chatter detector (NO position).
y 6.5.2 Actuate switch following each test to observe trip.
6.6 RELAY 136B 3137P001 (ED) 6.6.1 Connect to Chatter Detector in N.O. position (deenergize pins 11 and 12) 6.7 TINE DEMY RELAT 164C3217 (EP) (Highest in Panel) 6.7.1 Connect to Chatter Detector in N.O. position (pirrs 1 and 3) 6.8 PANEL AUIILIARY RELAY 159C4251 P001 (EJ) 6.8.1 Apply 125 Vdc to pins 5 and G
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3 ORFC H13-42 6.8.2, Connect pins 2 and 8 to chatter detector NC - energized.
6.8.3 Connect pins 3 and 7 to chatter detector NO - energized.
6.8.4 Turn power ort following each test to assure that trip light ceces on.
6.9 RELAT (164C5258) (AK) 6.9.1 Connect M -T to chatter Detector (NO - deenergized) j g
6.9.2 Connect M R t chatter Detector (NC - deenergized) 2 2 6.10 CHATTER DETECTOR CONNECTIONS (10ms for first sine sweep-lateral,1 as for remainder of test)
Channel Nomenclature Status 1
Relay ED NO - deenergized 2
Relay EJ NC - energized 3
Switch EA NC - Test position 4
Switch DY NO 5
Relay EJ NO energized 6
Not used 7
Relay EP NO - deenergized 8
Relay EP NC - deenergized 9
Relay AK NO - deenergized 10 Relay AK NC - energized 7.
TEST DEFINITION Tests were conducted per GE Specifications 225A5766 and 22A4320. These docum'ents cover both the IEEE344-1971 and IEEE344-1975 test requirements, respectively.
Single axis and dual axis tests were performed.
7.1 SINGLE AIIS TESTS 7.1.1 A very slow sine sweep from 2 Hz to 35 Hz at a G level of Ig (P-P).
This test was performed in the vertical, lateral (front to back) and longitudinal axes.
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DRF# H13-42 j
Data from this test are recorded on an oscillegraph recorder and are used to deter-eine transmissibilities and natural frequencies.
7.1.2 A 30-second (minimum) 1.Og (p-p) sine dwell at natural frequencies deter-mined in Paragraph 7.1.1.
7.2 DUAL AIIS TESTS 7 2.1 Dual axis OBE and SSE Random Response Spectrum Tests for both vertical /
lateral and vertical / longitudinal. These random response tests were conducted with input signals in phase and 1800 out of phase. The Dual Axis Response Spectrum Tests were conducted per GE Specification TP 510.0221, Rev. A.
Table response spectra were plotted for each dual axis random test.
8.
TEST RESULTS 8.1 GENERAL All of the equipment under test performed without any malfunction.
No apparent I
damage occurred to the panel nor to the remainder of equipment mounted on the panel.
Roof panels were loose but bolts were tightened following the first test and no further vibrations were noted.
Power supply 16hC5261 was not available for the test.
Its physical location is directly below accelerometer No. 3, which recorded a maximum of 2.lg's (P-P) in the longitudinal direction, 3.Sa's (P-P) in the lateral direction and lg (P-P) in the vertical direction. This instrument was previously fragC.ity tested at g levels of 7 or better (Reference Report #58059, Wyle Lal The Topaz inverter.s (164C5243P008) were in the cabinet but were not " hot" tested.
They, too, are loca ted at the bottom of the panel below accelerometer No. 3 These inverters were previously fragility tested at levels greater than 7g's (Reference Report No. 30592, Viking Labs).
8.2 LATERAL (FRONT TO BACE) SINE SWEEP 1-33 Hz,13 (P-P)
A is level input to the table with a slow sine sweep from 2 to 33 Hz revealed a resonance at 25 Hz (Table 8-1).. Accelerometer No. 7 had the highest transmissi-bility (7.8) and acceterometers Nos. 4 and 2 with an amplification factor of 5 8
ORM H13-42 were the second highest. The trip units are in the area of au slerometers 4 and 5; the highest trip unit was operational during tests and performed without malfunction.
The isolators (accelerometer No. 6) sustained lateral g forces of 4.3 P-P at 25 Hz and operated without malfunction.
8.3 LATERAL DWELL TEST (25 Hz, 13 (P-P)
Dwell tests in the lateral direction were run at 23 Hz (Ig) for 15 see and at l
25 Hz for e 40 sec. Results were similar to those obtained in the sine sweep test; accelerometer No. 7 was slightly higher in g level, however.
8.4 LONGITUDINAL SINE SWEEP 1-33 Hz, 1g (P-P)
Accelerometer No. 8 was added to the rear of the panel for these tests, due to the vibrations noted at the open end of the panel.
(No instruments are located in this area) (Figure 6-1).
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A major resonance occurred at 19 Hz and accelerometer No. 8 showed 11g's (P-P) force. Accelerometer No. 6 (at isolator) showed a force of Sg (P-P). The isolators operated nomally, however. No anomalies were noted during this test (Table 8-2).
8.5 LONGITUDINAL DWELL 19 Hz, 1g (P-P) e 45 see All equipment operated normally before, during and following the test.
8.6 VERTICAL SINE SWEEP 1-33 Hz 13 (P-P)
A minor resonance was noted at 33 Hz (Table 8-3).
All equipment performed nor-mally before, during, and following the test.
I Vertical Dwell = 33 Hz e 50 sec. See results on Table 8-3 All instruments operated nomally before, during and following the test.
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DRF# H13-42 8.7 DUAL AXIS RESPONSE SPECTRA Figures 8-1 through 8-8 are dual axis response spectra for OBE's and SSE in the Vertical / Lateral and Vertical / Longitudinal directions. Tests were perforned with ir.put signals in phase and 1800 out of phase. The Plant Response Spectrum used in these tests is far more severe than the Required Response Spectrum for Cofrentes.
All' equipment under test operated normally beforc, during and following each test.
No damage was noted on any of the other equipment.
9.
CONCLUSION H13-P616 is capable of withstanding seismic forces greater than those specified in the Required Response Spectrum for Cofrentes, as indicated by both single axis and dual axis testing.
Results obtained indicate seismic qualification of this panel for the Cofrentes Site.
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DRF# H13-42 Table 8-1
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H13-P618 LATERAL
.(FRONT 10 BACE) SINE SWEEP (1-33 Hz)
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2 3
4 5
6 7
34 Ig 13 0.7 1.0 09 1.0 2.3 32 Ig 1.2 0.7 1.2 1.0 1.5 3
30 Ig 19 1.0 2.0 1.5 2.0 35 28 1.0 30 2.0 37 2.9 30 4.8 26 1.0 4.5 30 5.0 3.8 4.1 7.2 25 1.0 5
35 ji.0 4.0 43 7.8 24 1.0 3.8 2.8 33 3.0 30 4.0 22 1.0 2.1 2.0 2.1 1.9 2.1 3.0 18 0.9 17 15 1.5 1.2 1.5 1.8 16 1.0 1.2 1.1 1.1 1.1.
1.1
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0 98 1.2 1.1 1.2 1.2 1.2 13 7
1.1 1.2 1.?
1.1 1.1 1.1 1.1 5
1.5 1.8 1.5 1.5 15 1.5 1.4 3
1.1 1.2 1.1 1.1 1.1 1.1 1.1 Lateral Dwell at 25 Hz 25 1
5 36 4.9 4.3 4.7 92 Note: g values are P-P
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11.
DRF# H13-42 Table 8-2 H13-P618 Longitudinal Sine Sweep ##
(1-33 Hz)
Frequency Accelerometer 1
2 1
4 5
6 7
8 33 0.9 0.5 0.7 0.7 0.9 0.5 0.5 0.7 30 0.9 0.8 0.9 0.7 0.9 1.2 0.8 1.2 27 0.9 0.3 0.7 0.6 0.8 0.7 03 0.7 25 0.9 0.2,
0.3 03 0.4 0.3 0.2 30 22 0.9 0.7 0.3 0.2 0.3 0.7 1.0 4.0 21 0.9 1.8 1.0 1.0 0.9 1.6 1.8 7.0 20 0.9 30 1.8 2.0 1.4 4.0 3.5 10 19 0.9 3.8 2.1 2.5 1.9 5.0 4.0 11 17 0.9 30 2.0 2.0 1.8 30 2.9 7
14 0.9 1.8 1.6 1.2 1.2 1.9 1.8 3.0 12 0.9 1.2 1.2 1.0 1.0 1.2 1.2 1.' 8 9
1.0 1.0 1.2 1.0 1.0 1.1 1.1 1.8 6
1.0 1.0 1.2 1.0 1.0 1.1 1.1 1.8
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1.1 1.8 Longitudinal Dwell at 19 Hz 19 1
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Table 8-3 513-P618 - Vertical Line sweep (1-33 Hz)
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2 1
4 5
6 7
33 1.0 23 1.2 13 1.0 1.1 1.1 31 0.9 13 1.0 1.0 1.0 1.8 09 l
30 0.93 1.0 1.0 1.0 1.0 1.0 1.0 28 0.9 1.0 1.0 1.0 1.0 1.0 1.0 26 0.9 1.0 1.0 1.0 1.0 1.0 1.0 24 0.84 1.0 1.0 0.8 09 0.9 0.9 22 0.9 1.0 1.0 0.9 09 0.9 0.9 19 1.2 1.2 1.1 1.1 1.1 1.2 00 14 1.1 1.1 1.0 1.0 1.0 1.0 1.0 11
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0.9 0.9 0.9 0.9 0.9 0.9 0.9 8
Vertical Dwell at 33 Hz 33 Hz 1.1 1.1 1.1 1
1 13 1
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