ML20203G917
| ML20203G917 | |
| Person / Time | |
|---|---|
| Site: | San Onofre  |
| Issue date: | 05/26/1995 |
| From: | Appel J SOUTHERN CALIFORNIA EDISON CO. |
| To: | |
| Shared Package | |
| ML19317C819 | List: |
| References | |
| C-295-7.27, C-295-7.27-R01, C-295-7.27-R1, NUDOCS 9712180260 | |
| Download: ML20203G917 (31) | |
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4 TABLE OF CONTENTS Page Section 4
1.0 Purpose s.
2.0 Results/ Conclusions 1
3.0 Assumptions b
4.0 Design Input 9
5.0 Methodology to 6.0 References u
7.0 Nomenclature e
8.0 Calculations 8.1 480V Switchgear Fragility 8.2 480V Switchgear Relay fragility 8.3 Anchorage Evaluation Appendix I - Pages from Reference 6.3 (
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Appendix II - Pages from Reference 6.2 O *"* ?
Appendix III - Pages from Reference 6.5 (1 %u) ss rg r u we i
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1.0 PURPOSE Ihis calculation develops fragility values for the SONGS 480V Switchgear (S2 and S3180SESB04/B06) for both the cabinet and the relays contained inside the cabinet.
These fragilities will be used in the IPEEE Seismic Probabilistic Risk Assessment (PRA).
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2.0 RESULTS/ CONCLUSIONS The seismic fragility values are:
Cabinet Based (non recoverable)
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\\ k 4.0 DESIGN INPUT 4.1 The natural frequency of the 480V Switchgear is 6 Hz front-to-back, 4.5 Hz side-to-side, and rigid vertical [Ref. 6.3, Appendix II).
4.2 Thedemandresponsespectra(IPEEERRS)areatthecabinetlocationat 50' olevation of the Auxiliary Building for the 'SSE' level (Ref. 6.2].
4.3 The achieved test levels (TRS) used are the Control Accelerometers providedinthecabinet-specificseismicqualificationtestreport(Ref.
6.3].
4.4 PGA is expressed as average spectral acceleration over the 1 to 10 Hz range and is 1.43g at the SSE level and 2.86g at the 2XSSE level [Ref.
6.10].
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The methods and table values provided in EPRI TR-103959 [Ref. 6.1] are used to develop the component and relay fragility values based on existing seismic test data. Values for uncertainty and randomness are also developed from Reference 6.1.
When comparing TRS to RRS, test data for the following frequencies are reviewed:
- 1) 4 16 Hz fr,equency range, censidered most susceptible to relay chatter, 2) the equipment's natural frequency, and 3) ZPA.
k cabinet non-recoverable fragility is determined at its natural DM9ency. This is ap)ropriate since relay fragilities are calculated frequency is that at which
- eparately for 4 - 16 12.
The " governing" fragility is then calculated the ratio of TRS to RRS is smallest. The at this frequency.
The vertical direction does not govern for relay chatter because of the relay orientation inside the cabinet.
The relay contacts are configured along the horizontal axes.
A cabinet-based functional failure (non-recoverable) and a relay chatter failure (recoverable) based on actual test data are calculated.
In addition, the anchorage of the com)onent is evaluated to ensure it has sufficient strength so as not to )e the controlling elecent in the fragility evaluation.
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6.0 REFERENCES
- 1994, "Hethodology for Developing Seismic fragilities."
6.2 C 295-4.08, Rev. O, SONGS 2&3 IPEEE:
Auxiliary Building Smoothed Floor Response Spectra and Response Es.
6.3 5023-302-3-181, Rev. 3
" Seismic Certification Report for Class IE Electrical Equipment," ITE Imperial Corp.
6.4 EPRI NP-5223-SL, Rev. 1, " Generic Seismic Ruggedness of Power Plant Equipment," August 1991.
6.5 EPRI NP 7147-SL, August 1991, " Seismic Ruggedness of Relays."
6.6 C 295-7.09, Rev. O, 4.16kV Switchgear Seismic Fragility.
6.7 S023-302-3-26 6, General Arrangement Load Center 2B04.
6.8 S023-302-15-9-1, 1500KVA VPE Ventilated Dry Type Transformer Seismic Certification Report for Class lE Electrical Equipment.
6.9 ICCN 016 to C 258-7.04, Rev. 19, Control Area - Class I Equipment Supports.
6.10 SONGS 2 & 3 IPEEE Report:
Probabilistic Seismic Response Analyses of Selected Category I Structures,4)RAFTT-Nove;ser -1994. A ins g
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4 7.0 NOMENCLATURE i
PGA Peak Ground Acceleration i
TRS Test Response Spectra RRS Required Response Spectra ZPA Zero Period Acceleration liCA Horizontal Control Accelerometer AF Amplification factor FB Front-to-Back SS Side-to-Side SSE Safe Shutdown Earthquake, equivalent to 0.679 PGA for the probabilistic response analysis (Ref. 6.10]
GERS Generic Equipment Ruggedness Spectra Additional terms are defined in the EPRI Methodology, Reference 6.1.
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EC&FS DEPARTMENT ocs nog NW cm M. PAGE _ OF _ CALCULATION SHEET CCN COPHERSON: CCN No. CCN. Project or DCP/FCN Calc No, t 1.M 9.t3 Gute + tov L>. v u u wua _. sheet g n.of RET M'A f MT ak M11 111 Mit sty ut&futet mit ist gir y as l 4 APPENDIX II Pages from Reference 6.2 1 co =v e m pomw2 somwny ~--
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. -. -.. -. -.. _ _. -. ~ -. - 9% t,, M.,. L GER$-RLY ARH.S Table 2 12/1/90 SER$ FOR DOUBLE-PDLE, DOUSLE THROW CLASS: AUKILIARY RELAY Subclass: Double-Pole, Double-Throw 4 CHECKLIST:
- The reley must be either a HSA11, HSA111, HSA17A(DC), HSA17H(DC),
MA11(DC)(1E), HM4111, a Westinghouse 30(DC), or a Potter & Bruefield PRO 11.
- The GE HBA and Westinghouse to relays have no SERS levels for the normally closed, doenergized contact configuration. The use of this relay configura-tion is not recommended if seismic ruggedness is to be demonstrated. Cir-t cuits with these contacts used must be checked for safety-related function.
- DC.AC e 120 V (1 SV) rating.
RUGOEDNESS DATA: Operation SERS* Lgygl Type subsodel Time Non-Operate Operate Identification Adjustment ** NO NC N0/NC. HOA 11 (AC) high tension 10 g M 10 g spring setting = HOA 11 (DC) 17 as 8.8t NR 4.41 N0/101 NC operation time i HOA 111 (AC) 17 as 6.3t NR 10t operation time NGA 111 (DC) 11 es 8.8t M 4.4t N0/10t NC operation time HOA ITA (DC) ISO es 6 M 10 N0/4 NC dropout time HOA ITH (DC) 55 as 5 NR 5 N0/8 NC operation time HMA 11 (DC) N/A 10 5 10 HMA III (AC)(17) N/A Ilt 5.St 15t MA til (DC)()E) N/A 151 1.3t 15t 90 (DC voltage) N/A 9 M S N0/5 NC PRO 11 (AC) N/A 10 3 10 PRD11 (DC) N/A 10 4 9 Spectral acceleration, 4-15 Hz, $% damping. Each GERS level is associated with a specific required adjustment. 1 ANs!/IEEE C31.94 SRS applies for frequencies > 16 Hz (or,isting test dates not based on EPRI test data). M - Not recommended due to low ruggedness. M/A Not adjustableg B-19
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he nt -1 GERS RLY ARH.S 12/1/90 Table 1 GERS FOR HINOED ARMATURE MULT!-CONTACT RELAYS CLA55: AUXILI ARY RELAY ' Subc14ess Hinged Armature Multi-contact CHECKL!$ft
- The relay must be either a GE HLA11R(DC), HFA11A(DC). NFA61A(DC), HFA151(1E) or a Westinghouse MG-6(DC).
- In order to utilize the GERS for a specific reley, the model numbers given below and in Table 2 must he verified fros either viaeoplete deta, originel invoices, electrical / control drawings, or inventory lists.
- HFA and MG-6 releys have no more than 3 NC contacts.
- HFA and 41-6 relays have specific reconsended minimus N0 contact gap and N0/NC contact wipe (follow through movement of contact after initial contact i
I touch adjustments - see following references):
- 1) Westinghouse !nstruction Leaflet !L.41-753.1, " Type MG-6 Multi-Contact Aux 1119Py Relay Instructions - Instellation, Operation, Maintenance."
2),0eners) Electric Service thformation Letter $!L No. 44, Supplement 4, "HFA Relay Magnetic Coil Assembly Replacement and Relay Adjustments."
- DC, AC e 120 V (15V rating).
RUGGEDNESS DATA: Operation GER$* Level Time Non-Operate Operate l Tvoe end Subsodel Identification Adfustment** NO NC*** .N0/NC*** OE HLA118 (DC) 40 ms 9g 4g 10 g [ GE HFA11A (DC) 34 as 8 2 10 OE HFA11A (DC) 50 as 10 8 10 GE HFA51A (DC) 60 estt 6t It 7t GE HFA151 (DC)(1E) 80 sett 7.St 3t ilt GE HFA151 (AC)(1E) 30 astt f.St 3t 15t l Westinghouse MG-6 (DC) 40 estt 10t 3t tot belanced - refers to simultaneous multi-consect. unbalanced - refers to non-steultaneous multi-contact. l Spectral ecceleration, 4-16 Hz, 54 desping. l, Each GERS level is associated with a specific required adjustm6nt - see checklist. l
- HFA and H0-8 releys must have 3 or less NC contacts.
t ANS!/IEEE C37.98 SR$ spplies for frequer.cies > 14 Hz (existing test dates not based on EFR! test date). tt Catalog operation time. B-18 l l l .}}