ML20151T952
| ML20151T952 | |
| Person / Time | |
|---|---|
| Site: | Perry  |
| Issue date: | 02/03/1986 |
| From: | KINEMETRICS, INC. |
| To: | |
| Shared Package | |
| ML20151T923 | List: |
| References | |
| NUDOCS 8602100395 | |
| Download: ML20151T952 (612) | |
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-s' STRONG-MOTION DATA REPORT for the Mg 5.0 EARTHQUAKE of 1147 EST, JANUARY 31,1986 PERRY, OHIO RECORDED ON THE PERRY NUCLEAR POWER PLANT STRONG MOTION ACCELEROGRAPHS for Cleveland Electric Illuminating Company Requisition No. NED-E-860006 by Kinemetrics/ Systems 222 Vista Ave. Pasadena, CA 91107 Sales Order C-K6028 February 4, 1986
TABLE OF CONTENTS Page
1.0 INTRODUCTION
........................................ 1 2.0 INSTRUMENTATION..................................... 1 2.1 Mo del S MA-3 Acc el e r o g ra ph . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2.2 Calibration Data.................................... 1 , 3.0 DATA PROCESSING..................................... 2 3.1 Digitization........................................ 2 3.2 VOL1 Processing..................................... 2 3.3 VOL 2 Pr o c e s s i n g . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 3.4 VOL 3 Pr o c e s si n g . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 DATA PLOTS Uncorrected Acceleration Corrected Acceleration, and Integrated Velocity and Displacement Velocity Response Spectrum with Fourier Spectra Tripartite Presentation of PSV,PSA and SD for triaxial response at each of: Reactor Building Foundation, El 575', Containment Vessel Annulus, El 682' APPENDICES
" Conditioning and Correction of Strong Motion Data on on Analog Magnetic Tapes" SMA-3 Data Sheet i
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1.0 INTRODUCTION
On January 31, 1986, a (M 5.0) local earthquake was recorded by the strong-motion instrumkntation at Perry Nuclear Power Plant, Perry, Ohio. The FM analog magnetic tape cassette records from two Kinemetrics Model SMA-3. accelerographs were - retrieved from
'the instruments and provided to Kinemetrics for analysis.
This . report describes the processing of these strong-motion records and presents the results. Included are the uncorrected accelerograms, corrected acceleration, velocity and displacement time series, and response spectra. 2.0 INSTRUMENTATION
-2.1 Model SMA-3 Accelerograph - The SMA-3. is a multi-channel, centralized recording, FM analog magnetic tape accelerograph system designed to detect and record strong local earthquakes and record the three orthogonal acceleration signals on cassette tape. The SMA-3 remains in a standby mode until its vertical trigger detects an earthquake.
The trigger then actuates recording in less than .10 seconds. The force balance accelerometers in the SMA-3 have a nominal natural frequency of 50 Hz and damping of 65% critical, providing flat (-3dB) response from DC to 50 Hz. .The nominal sensitivity of each of the three channels is 2.5 volts /g with a full scale response of 1.09 The dynamic range of the l accelerograph is nominally 40 dB, giving it a resolution of approximately .01g. The trigger in the SMA-3 has a flat (-3dB) response from 1 to 10 Hz and a nominal trigger level of 0.019 Power is supplied to the SMA-3 by internal rechargeable batteries. These batteries are kept in a charged state by 120 VAC line power. 1
l l 2.2 Calibration Data l The three Model SMA-3 accelerographs which recorded the event were factory calibrated in January, 1985, and the sensors were recalibrated for sensitivity by the Perry NPP personnel in December of 1985. These most current calibration data-are given in Table 1 below. Sens., Nat. Freq., Damping Ser. No. Channel v/g Hz & critical 165-1 long 2.48 52.3 65 tran 2.49 53.7 65 vert 2.47 50.6 64 165-2 long 2.48 52.6 67 tran 2.48 52.2 72 vert 2.65 50.5 66 TABLE 1: Calibration Data 3.0 DATA PROCESSING Data from the Model SMA-3 accelerographs were played back using a Kinemetrics Model SMP-1 Playback System -through a Data Compenstor, digitized using a Kinemetrics Model DDS-1105 Digital Data System and processed as described in Kinemetrics' Aplication Note No. 7 " Conditioning and Correction of Strong Motion Data on Analog Magnetic Tapes", appended to this report. 3.1 Digitization The magnetic tapes were digitized using the DDS-1105. The 1024 Hertz FM time reference recorded on channel 4 of the cassette is output from the SMP-1 and divided down by four (256 Hz 1 deviation) and used as the timing signal for the digital conversion time interval. The multiplexed uncorrected time series are written on 9-track computer-compatible tape. 4 2
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3.2 VOL1 Processing The digitized data were demultiplexed and scaled to accel.eration units using the Table 1 calibration data. The mean was then subtracted from each acceleration time histori . .The new time histories were then written in a ninemetrics'- VOLl-format disk file. The three uncorrected acceleration time histories from each SMA-3 record were then plotted; these plots are included in the data section of this report. 3.3 VOL2 Processing The recorded accelerograms were then instrument and baseline corrected using Kinemetrics' VOL2 program. This program is based upon the VOL2 program developed at Caltech (Trifunac and Lee, 1973). No major modifications to the original VOL2 algorithms have been made. The data were bandpass filtered using Ormsby filters. The low-pass filter had a cut-off frequency of 35 Hz and a termination frequency of 40 Hz. The high-pass filter had a cutoff frequency of 0.625 Hz and a termination frequency of 0.4 Hz. Output of this program consists of a plot of corrected acceleration, velocity and displacement for each component of recorded data. These plots are presented in the data section of this report. 3.4 VOL3 Processing Linear response spectra were calculated from the corrected acceleration time histories using the algorithms developed by Trifunac and Lee. Response spectra were calculated for damping ratios of 0, 1, 2, 4, and 7 percent. The period range of these spectra was 1.68 to 0.0283 seconds (0.59 to 35.4 Hz) with oscillator response calculated at 1/24 th octave intervals. Two types of plots were produced and are included in the data section of this report. The first type is the traditional tripartite log-log plot of pseudo-velocity vs. period. The second is a linear plot .of velocity response and Fourier spectrum vs. frequency. 3
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$d JANUARY 31. 1986 SMA3S/N 165-2V
'; 55
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RELAT1VE VELOCITY RESPONSE SPECTRUM ML 5.0 EARTHOUAKE JANUARY 31, 1986 11A3002 PERRY NUCLEAR POWER PLANT COMP SOUTH .SMA3S/N 165-2L DAMPING VALUES ARE 0. 1. 2, 4, 7 PERCENT OF CRITICAL 30 0 i i 1 [ j i l i SV
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s K1NEMETR1CS
RELATIVE VELOCITY RESPONSE SPECTRUM ML 5.0 EARTHOUAKE JANUARY 31, 1986 llAB002 PERRY NUCLEAR POWER PLANT COMP WEST SMA3S/N 165-2T DAMP 1NG VALUES ARE 0. 1, 2, 4, 7 PERCENT OF CRITICAL 20 0 i 6 l j i l i j i SV hig,a __ FS __ S gi2 0 d W
; /i 39o -
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/ /
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NNs s N K1NEMETRICS
RELATIVE VELOCITY RESPONSE SPECTRUM ML 5.0 EARTHOUAKE JANUARY 31, 198G llAB002 PERRY NUCLEAR POWER PLANT COMP UP SMA3S/N 165-2V DAMPlNG VALUES ARE 0, 1, 2, 4, 7 PERCENT OF CRITICAL 20.0 ,
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ML 5.0 EARTHOUAKE JANUARY 3i, i986 11A8002 PERRY NUCLEAR POWER PLANT COMP SOUTH SMA35/N 165-2L DAMPlNG VALUES ARE 0 i. 2 4 7 PERCENT OF CRITICAL l FREQUENCY - HZ -1 10 1 10 3 i i . iii i i i i i i s iii i i i i siiii-10 [ .
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ML 5.0 EARTHOUAKE JANUARY 31, i986 11A8002 PERRY NUCLEAR POWER PLANT COM.* UP CMA35/N 165-2V 2, DAMPING VALUES ARE 2 PERCENT OF CRITICAL CREQUENCY - HZ 3 10 1 10 3 4 . . 6.. 4 ii4 . i4 iii i ii i ii6 ii-10
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I ML 5.0 EARTHOUAKE JANUARY 31. i980 IIA 8002 PERRY NUCLEAR POWER PLANT COMP SOUTH SMA35/N 165-2L DAMP'NG VALUES ARE 4 PERCENT OF CRITICAL FPEOUENCY - HZ _. 10 1 10 3
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ML 5.0 EARTHOUAKE JANUARY 3i, i9EC ilAE002 "ERRY NUCLEAR POWER "LANT COMP UP SMA35/N 165-2V DAM. PING VALUES ARE 4 PERCENT OF CRITICAL CREQUENCY - HZ _ 10 1 10 3 i 6 . iii. 6 6 6 . iiiii i i 6 . iiiii 10
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APPLICATION NOTE _ H
= -
4.- 9 Conditioning and Correction of Strong ?i Motion Data on Analog Magnetic Tapes .f s .v No. 7 }. - .[.
.,_y,
- s. c 1
Kinemetrics has developed programs for routine computer ~ 5 processing of data recorded on the analog magnetic tape accelero- (.-
' ~
graphs, Models SMA-2 and SMA-3. The software from published >- S research for film recording accelerographs (Trif unac & Lee, 1973) ;- 3 has been adapted to the analog magnetic tape recording -
,, ~
instruments. ,, Magnetic tape is used where rapid playback and analysis of QL data are required. These accelerographs are normally located at ?'* ,f . large engineered facilities, such as nuclear power plants. :l Figure 1, "Kinemetrics Earthquake Data Reduction System Flow @
.?
Diagram," illustrates the specialized services needed to prepare ' data immediately after an earthquake. u. . -
?; . .
The purpose of this Note is to describe the standard data ..d conditioning and correction used to prepare accelerograms for S .; ; ' subsequent response spectrum or time-series analysis. On Figure 73 1 are references to the following paragraphs: 1.0--Data Playback, b 2.0--Analog-to-Digital Conversion, 3.0--Data Conditioning, and "4' b, 4.0--Data Correction. ' There are two " tape speed" errors in all FM analog re- #" cording / playback systems. One " error" is a change in apparent j
~
amplitude due to unwanted tape speed changes. Correction of this '
- . i error is called " amplitude compensation". This is shown in Fig-ure 2 and described in Sections 1.0 and 3.0. The second " error" 3 {' '.., f p is a change in apparent length of the earthquake due to different -
- . / .[
tape speeds during recording and playback. Correction of this i. ., ..?.; error is called " time base compensation". This is shown in Fig- *% ure 3 and described in Section 2.0. ). u ' l.0 Data Playback <
.. si-1.1 The playback system is a Model SMP-1 (Figure 4) . If the . W *l SMP-1 is used to play out the SMA-2 or SMA-3 tapes, the signals _ 'E KINEMETRICS INC., TWO TWENTY TWo VISTA AVENUE, PASADENA, CA. 91107 (213) 795-2220 - TELEX 67-5402 KMETRICS PSD -T
. . . . +i_--'.. : .3...- .
c : . ( ,. -..n. . . . . . . . . r .:....- x -a
. ,, .u . ~ . . 2 -. - r .. e [
l (Earthquake is Recorded Data Playback File at Plant Using SMP-1 at plant, - SMP-1 hard copy, strip produce strip chart records charts clearly labeled Transmit Data Cassettes transmitted to Kinemetrics in Pasadena Data Playback Raw Data Using SMP-1 at Kinemetrics, 1. Cassettes connected to A-to-D converter, 2, ssp.1 hard copy produce parallel strip charts Analog to Digital Conversion At Einemetrics, using DDS-1105 or DataSeisR
- 1. 3 channels per cassette;
-acceleration in x,y,and z 1
Data Conditioning Uncorrected Data Using computer 1..Demultiplexing Uncorrected accelerograms on
- g. track computer compatible 2.. Linear baseline correction tape and plot of time series
- 3. Engineering units Corrected Data O* Data Correction Corrected accelerograms and Using computer integrated velocity and
- 1. Instrument correction . displacement
- 2. Baseline correction 1. Plots of all time series
- 3. Integrated velocity 2. 9-track computer compatible and displacement tape of acceleration
- 3. Card decks optional Data Reduction Reduced Data Using computer
- 1. Plots of Response spectra
- 1. Damped Response spectra 2. Plots of Fourier spectra
- 2. Fourier Amplitude spectra 1
Transmit Data to Owner
- 1. Raw Data
- 2. Uncorrected Data
- 3. Corrected Data
- 4. Reduced Data.
Data Analysis FIGURE 1 Flow Diagram for Kinemetrics E.D.R.S.. I (Earthquake Data Reduction Sequence)
d
/j g:'{c)jl , h2 Channel 1 % a f
h ihh - k % 4 (see Figure 4) Uncompensated Earthquake Record A l Channe1 4 op$d pf l('(}dri=Nd ;I(-b'r c phi 4$(.'ippp'r'j .y.,- ,:d:!r=He irt=\ (soc Figure 4) 1024 Hz Time Compensation Channel A 0 A I# m'yu AS, A^b ^ ^^ ^^^^^ c".- . .' Channe1 4 ',',^y "o g. y*v yy y,y y yyy . . y - subtracted from Channel 1 Final Record Following Amplitude Compensation FIGURE 2 Amplitude Compensation .
\l ) '
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=
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, e T
/
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M. SMP-1 ? Magnetic Tape Playback System l FIGURE 4
- m. ._ ,
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l (1) (2) (3) (4) (5) The SMP-1 is a versatile magnetic tape playback provides immediate visual playback capability of system designed for use with the Kinemetrics recorded acceleration data. SMA-2 and SMA-3 Magnetic Tape Acceleration The SMP-1 is portable and may be operated either Systems. The combination of the SMA-2 or SMA-3 from 110 Vac or internal rechargeable batteries. Acceleration Systems with the SMP-1 Magnetic Optionally the unit may be mounted in a standard Tape Playback System meets the applicable re- 19-inch cabinet. An internal battery charger is quirements of US NRC Regulatory Guide 1.12, and included with the unit. p,#; KINEMETRICS INC., TWO TWENTY TWO VISTA AVENUE, PASADENA, CA. 91107 (818) 795-2220 TELEX 67-5402 KMETRICS PSD
which appear on the chart recorder. are amplitude compensated. 1.2 The electrical outputs taken from the DEMODULATED OUTPUT jacks (Channels 1, 2, or 3 of Figure 4) are not amplitude compensated. However, Kinemetrics has an electronic Data Com-pensator which plugs into an SMP-1. If this Data Compensator is used, the electrical signals are amplitude compensated by electronic subtraction of Channel 4 from Channels 1, 2, and 3. The Data Compensator should be used if the signals are to be recorded on a three-channel strip-chart recorder for display. The signals are not time base compensated. 1.3 If the signals are to be processed on a computer, there are two options: 1.3.1 Use the Data Compensator for amplitude compensation . 1.3.2 Without a Data Compensator, have sof tware perform amplitude compensation. 2.0 Analog-to-Digital Conversion The following steps are taken at Kinemetrics using the SMP-1 connectegtotheAnalog-to-DigitalConverter,ModelDDS-1105or DataSeis 2.1 Three (3) analog outputs of the SMP-1 with Data Compensator are digitized simultaneously: longitudinal, transverse, and vertical (Channels 1, 2, 3 of Figure 4) . A 12-bit analog-to-digital converter is used with normal full scale of 15 volts. 2.2 The FM Time reference output (Channel 5 of Figure 4) is 1,024 Hz plus or minus tape speed error. This signal is divided down by four (256 Hz i deviation) and used as the timing signal for the digital conversion time interval. Thus, the accelerogram time base is corrected for tape speed error and the voltage values are equally spaced at 1/256 second. This is " time base compensation" and can be done og analog-to-digital converters other than DDS-1105 or DataSeis 2.3 The final uncorrected accelerograms are written on 9-track computer-compatible tape. The three channels are 2
l l multiplexed (i.e., 1, 2, 3, 1, 2, 3, 1, 2, . . . ) , and are in a-16-bit, offset binary format. j 3.0 Data Conditioning Figure 5 illustrates the flow of the " Data Conditioning" software. Tape . speed variations during recording and during . playback of FM analog tape change the apparent time base and affect the analog amplitude. The time base has been compensated in the previous section by using the FM time reference output I (Channel 5 of Figure 4) as the timing signal for the analog-to-digital converter. The amplitude has been conpensated using the Data Compensator module. The output accelerograms are uncorrected in the sense that no modifications have been introduced which involve any hypothesis of the ground motion character or of the instrument involved. 4.0 Data Correction
~
Figure 6 illustrates the flow of the " Data Correction" software. The purpose is to present corrected acceleration data and integrated ground velocity and displacement-curves in as accurate a form and over as wide a frequency range as is compatible with the original data. The modified data is believed to be the most accurate form of input data feasible to produce
.from the original record for structural response calculations and for response spectrum determinations.
Instrument correction is introduced to compensate for the accelerometers' frequency response. The Caltech publication EERL 71-05 discusses the approach used. The baseline . correction uses an Ormsby high-pass filter. The technique is explained in Caltech
. publication EERL 70-07.
Figure 7 contains a sample output plot of corrected data for one component of the Santa Barbara earthquake of 13 August 1978, recorded on a SMA-2 accelerograph. 3
I L
. dPtFF Multiplexed amplitude-compensated ( INPUT: 3 accelerograms, channels 1,2,3,1,2,3,...
Uncorrected Accelerogram A(t) 1 = longitudinal axis, A1(t) 2 = transverse axis, Attt) (256 samples per second ) 3 = vertical axis, Ay(t) each at 256 samples per second. Data are offset binary representation of amplitude.in volts. y Iow-pass filter A(t) by using Ormsby filter to get Ag(t)
<r Demultiplex raw accelerograms into three files:
File 1 = A1(t) File 2 = A t(t) File 3 = Ay(t) Perform instrumental correction of A1(t) by using differential equation approach to obtain A 2(t). See Reference EERL 71-05 Transform offset binary numbers to volts, according to Volts = 5 h-1 ,, Perform baseline correction of A2 (t) by high-pass filtering the data with o Ormsby filter to get A3(t). Perform linear baseline correction by See Reference EERL 70-07 calculating mean value for each file and subtracting this value from each data point in the file. OUTPUT
" 1. Corrected accelerogram A3(t)
Amplitude values in volts are transformed 2. Velocity time history to units of g, using individual accelerometer (3. Displacement time history y sensitivities OLTIPUT Uncorrected Accelerograms, A(t) 256 samples per second FIGURE 6 FIGURE 5 Data Conditioning, E.D.R.S. Data Correction, E.D.R.S.
' 0
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l l REFERENCES Trifunac,.M. D. (1970). Low Frequency Digitization Errors and a
- New Method for Zero Baseline Correction of Strong-Motion Accelerograms, Earthquake Engineering Research Laboratory, i
EERL 70-07, ' pgs. 32-52, Calif ornia Institute of Technology, Pasadena Trifunac, M. D., F. E. Udwadia and A. G. Brady (1971). High Frequency Errors and Instrument Corrections of Strong-Motion Accelerograms, Earthquake Engineering Research Laboratory, EERL 71-05, pgs. 33-47, Calif ornia Institute of Technology, Pasadena
< Trifunac, M. D. and V. Lee (1973). Routine Computer Processing of Strong-Motion Accelerograms, Earthquake Engineering
.Research Laboratory, EERL 73-03, California Institute of Technology, Pasadena -
t Ed. II--September 1984 4
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~The SMA-3 is a multi-channel, centralized recording, magnetic tape accelerograph system designed to detect and record strong local earthquakes. Typical structural applications include nuclear power plants, An SMA-3 can accommodate up to 27 channels of ac-celeration data, usually from triaxial force balance ac-celerometers, Model FBA-3. Downhole triaxial sensors (FBA-13DH) can be installed, and uniaxial and biaxial ac-tall buildings, dams, offshore platforms and bridges. celerometers may also be used. The sensors may be The SMA-3, used with the companion SMP-1 located up to 1500 feet from the central recorder. The Playback System, meets the requirements of U.S. TS-3 triaxial seismic trigger is standard with any SMA-3 I NRC Regulatory Guide 1.12 and is being used at over system. The SMA-3 comes supplied with two cassettes 90 nuclear power plants around the world, per recording section. and all mounting hardware and mating connectors for the specified number of triggers l and accelerometers.
KINEMETRICSI SYSTEMS,222 VISTA AVENUE; PASADENA, CA 91107 (818) 795 2220; TELEX 67-5402 KMETRICS PSD
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GENERAL DESCRIPTION _ . . _ __ The SMA-3 is a versatile multi <hannel acceleration record- 'E C ing system. It is self-actuating when a local earthquake , n 1, lih j exceeds a predetermined level of ground acceleration. 2 When acceleration falls below the preset value, the 6 l C^~ SMA-3 automatically returns to the standby condition. The standard FBA-3 triaxial accelerometer package is ap- _ . _ u ; --gg 2 - s proximately a 20 centimeter cube. It contains three force- pi k _. 4-- O g $9gt . balance acceleration sensors. The accelerometer pack-age accepts calibration commands for damping and 5 ,,,,
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[~ , natural frequency. * * * * * ' Each accelerometer signal is buffered, frequency c . o modulated, and recorded on an assigned track of a four- *"4 ( track magnetic tape cassette. Three tracks are used for .. .. l l acceleration data and the fourth for a timing signal, which is common for all recording tape transports in the system. O D TECHNICAL SPECIFICATIONS _ . _ _ . d an mm - O m o SEISMIC TRIGGERS (Model TS-3) c .. _ 'g Type: Tnaxial acceleration ingger
$ 9 E t 7 (
Housing. Cast aluminum waterproof Set Point. 0.01g standard- field adjustable. 0 005g to 0 05g
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Opton. Adjustment range of 0 025g to 0.25g ORDERING INFORMATION, SMA 3 Current Drain- 0 45 mA in standby. 60 mA operating Kinemetrics Part Number: 101100 TRANSDUCERS (Model FBA 3) Strong Motion Acceleration System, including: Type: Force balance acceterometers One triaxial seismic tngger, Model TS-3 Housing: Cast aluminum, waterproof Specify inggenng threshold (0 019 standard) B" 0 " Specify number of additonal triggers if desired Ran 0gut,o sca e m a@ acceam set M N.1 Og M sca% m ng 70 e of n cal Cost Opton-Model FBA-11 uniaxial sensor Cal bratio Da p ng and natural frequency recorded by command p on nge 0.25g. 0 5g. 2Dg M scale Temperature Range: -20' to 70' C (Oa to 160* F) Specify numW and type of sees. up to N channels Temperatore Effects: 1.5% of full scale over operating range Wt nine triaxial tape recording nVdules, with carsettes RECORDING SYSTEM Cost Option-Flame resistant winng Type Frequency modulation Specify number of channels. Up to twenty-seven Tape. Four track magnetic tape cassette Tape Speed 1-7/8" per second Control / Power Panel Recording Time: 30 minutes Cost Ootion-Conversion to 220 Vac Bandwidth: 0 to 50 Hz Dynamic Range. 40 dB from 15' to 35' C (w'th SMP-1) Accessorles: Modulaton Frequency: 1000 Hz 50% modulaton. Timing Frequency: 1024 Hz 02% interconnecting Cables for seismic tngger(s) System Accuracy (with SMP-1) 5 % at full sca!e, changing linearly Cost Option-Flame retardant cable to 1.5% of full scale at 0.01g Specify lengths required, urs to 1500' to each tngger Start-up Time Less than 0.1 seconds Event Alarm: Normall'/ open contacts. rated I amp @ 12 Vdc. Interconnecting Cables for remote accelerometers Event Indicator: Electromagnetic visual display Cost Option-Flame retardant cable Specify lengths required. up to 1500' to each sensor POWER SUPPLY 19-Inch Rack Mounting Cabinet Two 12 V intamal, rechargeable batteries An internal battery charger, Cost Option-Seismically braced cabinet operating from 110 Vac, is supplied. OPERATING ENVIRONMENT Spares and Supphes Temperaturm 0 to 55' C (30a to 1300 F) Magnetic Tape Castettes. Part #700030 Humidity Remote packages.100% R H. Desiccant Envelopes Part #700049 Cabinet mounted panels 80% R H. noncondensing 12 V Batteries (pair). Part #103413
@Kinemetrics July 1985 I
Printed in U.S.A.
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Calibustion and Test Data Sheet 3tak Shook EssettoyTN l . Penn200 - M hearder 4/Ir - - / n of calibraties Date _To rem /(Pt b l Resent States S/E Serface Beed Pn eneasy Ameeleration Displace- Equivalent Number (Eerts) Sensitivity nest Statio s/imek s/=m inahos sA5 A**f,f*1** 1 d.01 __svA . 01V4 ,1
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'yn- avrepraemou ENCDAHL ENTERPRISES Costa Mesa, California 92626 ff ost- x sto Data Reduction Sheet Pik Ll(CC '
FEAR ACCEL 8IRATION RECORDER M80 A*/ FAR400- l- __
**' d "" #
- Calibrated Sys _ M a'N Ne d Recorder S/Hs - i Calibration Dates //30/8% Record plates S/H _l N #
Acceleration y Sensor sensitivity Displacement Acceleration (9/ inch) (g/msa) (g) g (inches) (mm) g s L _ /f. /f _ r /// __ ihol T /Y 58 _ e dd4 ' __ _ . 056 y /Y.Zi ' #d 1* .0% k N The " Calibration" blanks and " Acceleration sensitivity" columns are to be fille.d in during factory or field calibration of the recor3er. , l The
- Displacement
- column (s) and the remaining blants are to j be' filled- in after an earthquake or other event that is l sensed by the recorder in actual use. See " Operation and Maintenance Manual", Document No. 400900.
The
- Acceleration
- column is the result of multiplying the l appropriate acceleration sensitivity tisies displacement.
Date of Events - //b/!84 companya C le ve I* =*=f f* / *e f f e Z l lu *H- _ d=. _ t.ocation: /* rI'b !*FYf ,, Ol' /* __
,,, A9 25 7M asee, c//M4 h
3 Document No. 400003, Rev. A November 1983 Sheet 1 of 1 CIP-11 Document No. 400101-3 [ MCf dL __ _ _ _- _ _ -__ _. __NDOA_pgd TWa NM N' X30 m:2I 98, r0'833
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. a.. D51-R120 - Rosator Racirculation Pump (Engdahl) )
Peak Acceleration Recorder (PAR-400) See drawing D-811-402 and D-814-463 . , Locaties - Drywell.- 574' ~ elevation. ! 14eated on 333421A. * ' see SVI-D51-10289-A - soupleted 12-4-85.. ! l 1 1 l l 4 l I e F l l I e h . .. .-. : ._._.;.___._____. 3M 7012L 98, r0,_8 K ___ _ __,._,, _ _,_,
=
_3-_ g_ y ty,_ ENGDANL EYt3RPRISES Costa Mesa, California 92626 DSI- A lt o Data Red,uction sheet PEAK ACCELERATION RECORDER PAR 400 I A A b[ Calibrated By: T.*
- dei *a 5 '
Recorder S/N: N Calibration Dates /A /I!88 , Record plates S/N - 12 DI b Acceleration " N sencor sensitivity Displacement Acceleration (g/ inch) (g/am) (inches) (mm) (g) t
- t. h.3f ,d*B . S$_ s
=et T J0. 63 ,did , l(L v _
/2.12. ___ _ _
ydef .0% The ' Calibration' blanks and " Acceleration Sensitivity" colunns- are to be filled in during factory or field calibration of the recorder. H The ' Displacement
- column (s) and the remaining blanks are to l be filled in after an earthquake or other event that is
- sensed by the recorder in actual use. See " Operation and l Maintenance Manual", Document No. 400900.
The " Acceleration" column is the result of multiplying the appropriate acceleration sensitivity times displacement. Date of Events / company: C/ eve lud E Ice +ric_ % // ens G. Location: #drfit b4[,. _b **o 4 By: _ _ _ Date: 1' I05 h Document No. 490003, Rev. A November 1983 Sheet 1 of 1 r CIP-11 Document No. 400101-3 e m:2T9% m'scu
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2-{- k k ( .. PEAK SHOCK RECORDER, MODEL F8R1200-N/V, CALIBRATION AND INSTALLATION PROCEDURE. Document No. 120103, Rev. N/C l February 20, 1984 Sheet 1 of 3 l This Calibration and Installation Procedure contains , information proprietary to Engdahl Enterprises. Any l reproduction, disclosure or use of this procedure is expressly prohibited except as otherwise agreed to in writing by Engdahl Enterprises. Customer: CET Location YEX XY //UdlE A R PdWEN PLAAlf f
't - Customer
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Al/E E WM/7"E Equipment: '. 1 Recorder Model: F$# /2do-N/V Recorder Serial Numbers / d / 2. , /d /3, /0/f
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. Record Plate, Serial Numbers / Ab /IIE; / N f! Location Installed: A X'" 8 / d # - C~4 8 '
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_9 Calibration and Test Data Sheet Peak Shook RecorderTM raa1200 n (WocMoMd $5 _ Onlibration Date / ~ //o " 8 7 Recorder 8/M .Ll? Bacord Plates 5/K Burface N Displace-. Equivalent Reed Frequency Acceleration Static ment Number (Berts) Sensitivity A*** *1** g/ inch g/sma inches am - c.3sl o.oiss . ado ..os t 1 l.97
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@,0 16.t C.640 ,*rd o.Sto 11 2's. 5 0 117 ,oz.2. o.fss 12 46 $
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2% viscous damping (Q of 25) 42 g,fgg WA Damping: Teater ' - Test Date i # Prepared Rr Test Zoostion Test Number Date
' The filiddfirst three blanks in during factory and or the fieldfirst three volumns calibration of theare recorder. to be I
l The fourth through eleventh blank and the last three solumns e are madeThese available blanks foraqd the solumns convenience are toofreoord the user of the re-information oorder. l Q. and data from an earthquake or other event that was sensed by the recorder is actual use. See " Operation and Maintenemos.l,. 1 . I l .. . * . , , t gg, Manual". Dooument No. 120900. , t, ..
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- Casta Mees. ifornin 92626 l
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Calibration and Test Data Sheet Peak Shock RecorderTM
. rsR1200 - R udIAO p.
Recorder S/N /dl$ Calibration Date /~~/4-8F Record Plates 3/N Burface A i Reed Frequency Aeoelerstion Displace- Equivalent Number (Herts) Sensitivity ment Static g/ inch g/am inches asa - A*** II'" 1 P.03 0.359 o.oiq Z . o 7Z. o.oss 2 p.57 o.554 o.o11% .e56 o.ost , 3 3.(9 0 810 0.o391 826 0.o2.54 4 4.0) 1 15 0 0410 , eJ. Z. o.og g 5 4.?M l. S 2 o.c758 ,eti o.os1 6 (. . .00 2. E 3 c. Il1 .e2o o.or?
. 7 7AS 4.83 c,no .o'Y o.oss 8 9.87 6 ES c.198 8tf 0.097 9 19.8 E.17 c.243 .o23 a. 41 10' lir.O 9.s2 0 315' 087 n. i s1.
11 /2). 9 I6.9 c.467 . d s'(
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!' Damping: f f= 2% viscous damping (Q of 25)
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M3'[0 ' i Tester ** Test Date Test Location Prepared 2ty
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Test Number Date The first three blanks and the first three columns are to be filled in during factory or field calibration of the recorder.
! The fourth through eleventh blank and the last- three soluuns i
( are made 'available for .the convenience of the user of the re-g' corder. These blanks and columns are to record information [
- and data from an earthquake or other event that was sensed by the recorder in actual ase. .See " Operation and Maintenanoe
{ ,. , Manual", Document No 120900. - . i fG. .. rw -
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a'Meha, mifernio 92626 Calibration and Test Data Sheet l l Peak Shock RecorderTM 1 PsR1200 V lYer%.ol)
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Recorder 3/N _l013 Calibration Date Record Plates 3/N Surface N Reed Prequency Acceleration Displace- Equivalent Number (Berts) Sensitivity ment Static g/ inch g/aus inches an hos e tion 1 p.05 .326 .o 28
- 2 p.55 . 5i7 .oZo1 A 3 3,93 953 .o 33b d
- 4 Lt .l.'3 f. 5 0 . 05: 2. . d 2 Z. o.o.29 5 6.03 f.9 6 .0 711 k 6 *.. 37 t,. os .121 A 7 6ff' 4.77 .188 001 o. od 8 Q Q'e ~7. 3o .287 &
9 JRi 5 88 .232 001 o.o n 10 15.9 9. g 3 340 ,eo1 o.o g t, , t, ; 11 lb.4 46.5 . t.51 $# l 12 05,9 23.3 .916 . sit o.2 G k ikq w d & ~= g Damping: 2% viscous damping (Q of 25) ,g, /p s l l Tester Test Date Test location _ Prepared W l Test Number Date The first three blanks and the first three columns are to be
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t The fourth through elewenth blank and the last three columns i ! are made available for the convenience of the user of the re-
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and data from an earthquake or other event that was sensed by the recorder in metual use. See " Operation and Maintenance { .
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