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| =Text= | | =Text= |
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| Georgia Power Company Routa 2, Box 299A Wayntsboro, Georgia 30830 Telephone 404 554-9961 404 724-8114 Southem Company Services. Inc.
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| Post Office Box 2625 Birmingham. Alabama 35202 Teterhone 205 870 6011 Vogtle Proj.ect June 5, 1986 Director of Nuclear Reactor Regulation File: X3BC35 Attention: Mr. B. J. Youngblood Log: GN-936 PWR Project Directorate #4 Division of PWR Licensing A U. S. Nuclear Regulatory Commission Washington, D.C. 20555 NRC DOCKET NUMBERS 50-424 AND 50-425 CONSTRUCTION PER.MIT NUMBERS CPPR-108 AND CPPR-109 V0GTLE ELECTRIC GENERATING PIANT - UNITS 1 AND 2 SER OPEN ITEM 1: EQUIPMENT QUALIFICATION
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| | |
| ==Dear Mr. ~ Denton:==
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| | |
| As requested in your {{letter dated|date=May 9, 1986|text=letter dated May 9,1986}} we are transmitting the enclosed SQRT and PVORT forms for the candidate audit items. Two copies of the foms are being submitted directly to your consultant for review.
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| N If your staff requires any additional information, please do not hesitate to contact me.
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| Sincerely, k.
| |
| J. A. Bailey Project Licensing Manager
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| -JAB /sm Enclosure xc: R. E. Conway B. Jones, Esquire * '
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| R. A. Thomas Clarke Kido (1) l
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| /
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| G. Bockhold, Jr. M. A. Miller (3) 1 IpV B. W. Churchill, Esquire Jag Singh (1) ,e L
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| L. T. Gucwa D. C. Teper -
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| J. E. Joiner, Esquire Vogtle Project File
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| , \
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| l .
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| 0521V 0 l
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| 8606170032 860605 P 3 PDR ADOCK 05000424 l E PDR u ;
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| | |
| A -
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| 4 A
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| 2 es 9%
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| [ML #fA A- o9- un)
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| %f/4 Cenab
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| /d Mc a2Se e
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| AAcw f,h b.
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| J i )A
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| | |
| BOP-1 TAG #1-1805-Q3-OPC 9
| |
| SEISMIC AND DYNAMIC QUALIFICATION
| |
| | |
| ==SUMMARY==
| |
| OF EQUIPMENT To be completed to stand on its own (do not refer to any document)
| |
| All questions are to be answered (if not applicable; mark 'N/A")
| |
| I. PLANT NAME: Vogtle Electric Generating Plant
| |
| : 1. Utility: Georgia Power Company
| |
| : 2. Location: Burke County. Georgia Southern Section
| |
| : 3. Type: PWR
| |
| : 4. Capacity (MWe Net): 1110
| |
| : 5. Containment Type: Prestressed Concrete
| |
| : 6. Cooling Source: Cooling Tower
| |
| : 7. NRC Docket No.: 50-424/50-425
| |
| : 8. CP Docket Date: February 13, 1973
| |
| : 9. NSSS Vendor: Westinghouse
| |
| : 10. A/E: Bechtel Power Corporation II. COMPONENT NAME: 480 VAC Distribution Panel
| |
| : 1. Scope: [ ] NSSS [X] BOP f
| |
| : 2. Vendor: Square D Company
| |
| : 3. Vendor Model No.: N/A
| |
| : 4. Manufacturer: Square D Company
| |
| : 5. Manufacturer Model No.: N/A
| |
| : 6. Purchase Spec. No.: X3AF01
| |
| : 7. Total No. in Safety Systems: One
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| : 8. Location (Choose the worst one with respect to seismic)
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| : a. Building: Control Building
| |
| : b. Elevation and Area: 200 ft, 20
| |
| : c. Environment: [ ] Harsh [X] Mild 1
| |
| | |
| 1 B0P-1 TAG #1-1805-Q3-OPC i
| |
| : 9. Field Mounting:
| |
| : a. [ ] Floor [I] Wall [ ] Pipe [ ] Panel l
| |
| [ ] Other (describe):
| |
| : b. [ ] Bolted; description: (No. sise, grade, etc.)
| |
| i 1
| |
| [X] Welded; description: (Sise, length, electrode type, etc.) l See Attachment 5
| |
| [ ] Other; description:
| |
| : c. Mourting restriction from the manufacturer, if any:
| |
| (horizontal, vertical, etc.) None
| |
| : 10. Functional Description of the Equipment:
| |
| : a. System in which located: (for item 8 in II, above)
| |
| AC system, 480 volts
| |
| : b. Type: [X] Active [ ] Passive
| |
| : c. Equipment required for: [ ] Hot Standby [ ] Cold shutdown
| |
| [X] Both [ ] Neither
| |
| : d. Intended safety function: Supply power to pressurizer heaters i e. Direct consequences of its failure (brief description of the effect on the system): Loss of power to " pressurizer i control heater group" (*)
| |
| : f. Redundancies, if any: 100% redundancy available III. EQUIPENT QUALIFICATION ETHOD: See Attachment 4 (4 pages)
| |
| [X] Test [ ] Analysis
| |
| [ ] Combination of test & analysis [ ] Other (describe):
| |
| * Pressurizer back-up heater groups 1, 2, and 3 will not be impacted and will renain functional.
| |
| 1 l
| |
| 2
| |
| | |
| BOP-1 TAG #1-1805-Q3-OPC IV. LOADS AND LOAD COMBINATIONS:
| |
| : 1. Loads
| |
| : a. [X] Seismic
| |
| : b. [ ] Hydrodynamic
| |
| : c. [ ] Flow induced vib.
| |
| : d. [ ] Normal operation vib.
| |
| : e. [ ] Other dynamic loads: (specify)
| |
| : 2. Combination technique: N/A
| |
| : 3. Required acceleration in each direction: See Attach. 1
| |
| : a. [X] ZPA [ ] Other; specify:
| |
| : b. OBE: s/s: 0.24 g ; f/b: 0.24 g ; v: 0.24 g SSE: s/s: 0.36 g ; f/b: 0.36 g ; v: 0.40 g i
| |
| i i 3 i
| |
| | |
| l BOP-1 TAG #1-1805-Q3-OPC V. QUALIFICATION BY TEST (COMPLETE THIS SECTION FOR EACH REPORT INCLUDING PARTIAL TEST):
| |
| l
| |
| : 1. Test report: (Company) Farwell & Hendricks, Inc.
| |
| : a.
| |
| | |
| ==Title:==
| |
| Seismic Qualification Report on 3 Electrical Panels No.: 10062A ; revision: 0 ; date: 5-11-84
| |
| : b. Reviewed by: Bechtel Power Corporation
| |
| : 2. Qualification report: (Company) Sauare D Company
| |
| : a.
| |
| | |
| ==Title:==
| |
| Nuclear Environmental Qualification Report of i 125 VDC,120 VAC and 480 VAC Panels Volumes I, III, and IV i
| |
| Nos.: 108-1.02-L11, 8998-10.09-L26 ; rey: 1; date: 7-27-84
| |
| : b. Reviewed by: Bechtel Power Corporation
| |
| : 3. Laboratory mounting:
| |
| : a. Describe [from shaker table to the equipment; include orientation, bolt (sise, No. , gr. , etc.), weld (type, size, length, electrode type, etc.)]: See Attachment 3 i
| |
| : b. If different from field mounting include equivalency justification: 3/8' d Crade 2 bolts were used during seismic test (see Attachment 3, page 2 of 3). 3/4' d expansion anchors are used for field installation. 3/4" -
| |
| expansion bolts provide adequate strength to support the panel.
| |
| 4 i
| |
| | |
| P BOP-1 TAG #1-1805-Q3-OPC
| |
| +4. Resonance search: [X) yes [ ] no
| |
| : a. Technique:
| |
| : b. Excitation magnitude & frequency interval (or sweep rate):
| |
| : c. Resonances found: (up to: )
| |
| s/s: ; f/b: _; v:
| |
| : 5. Test description:
| |
| : a. Input:
| |
| (a) [ ] single axis; [ ] biaxial; [ ] pseudo biaxial;
| |
| [ ] tri-axial [X] random; [ ] sine beat;
| |
| [X] other: Pseudo Tri-Axial
| |
| [ ] phase coherent; [X] phase incoherent (b) Frequency range: 1-33 Hz (horiz),1-36 Hz (vertical)
| |
| (c) Input level (g-level & frequency) See Attachment 2 OBE: s/s: 0.97/V2=0.68 ; f/b: 0.97//2=0.68; v: 0.91 SSE: s/s: 1.22/V2-0.86; f/b: 1.22//2=0.86; v: 1.26 (d) Number of tests performed: OBE: 5 ; SSE: 1 ;
| |
| other: N/A (e) Sequential test, including fatigue & vibration aging conducted: [X] yes (See Attachment 4) [ ] no l
| |
| l Justification, if not performed:
| |
| : b. Output:
| |
| (a) TRS generated: [I] yes [ ] no (b) Percent damping in TRS generation: 5%
| |
| (c) Percent damping used in RRS: 5%
| |
| * Resonance search test was performed under Farwell & Hendricks Report No. 10062 which is a part of Square D Report #108-1.02-L11 & 8998-10.09-L26 (Volume II of IV).
| |
| 5
| |
| | |
| BOP-1 TAG #1-1805-Q3-OPC (d) Margin included in RRS: 10%
| |
| [X] by test lab. [ ] by others: (specify) Bechtel 4
| |
| (e) Attach sets of TRS and RRS comparison plots (if not provided, explain): See Attachment 2
| |
| : c. Results:
| |
| (a) Basis of qualification:
| |
| [X] structural integrity verified; [X] operability verified (b) Failures detected during qualification tests:
| |
| None (c) Anomalies (with disposition) if any: None d
| |
| (d) Modifications made (in the equipment or mounting) during the qualification phase; describe, if any:
| |
| None I
| |
| (e) How (modifications) implemented in the field:
| |
| N/A l
| |
| (f) Other test performed (such as fragility test; include results): None
| |
| ( 6 l
| |
| | |
| BOP-1 TAG #1-1805-Q3-OPC 4
| |
| V. QUALIFICATION BY TEST (COMPLETE THIS SECTION FOR EACH REPORT INCLUDING PARTIAL TEST):
| |
| : 1. Test report: (Company) Farwell & Hendricks, Inc.
| |
| : a.
| |
| | |
| ==Title:==
| |
| Seismic Qualification Report on 3 Electrical Panels No.: 10062 ; revision: 0 ; date: Sept. 30, 1983
| |
| : b. Reviewed by: Bechtel Power Corporation
| |
| : 2. Qualification report: (Company) Square D Company
| |
| : a.
| |
| | |
| ==Title:==
| |
| Nuclear Environmental Qualification Report of 125 VDC, 120 VAC and 480 VAC Panels, Volume II of IV Nos.: 108-1.02-L11. 8998-10.09-L26; rey: 1; date: 7-27-84 j b. Reviewed by: Bechtel Power Corporation
| |
| : 3. Laboratory mounting:
| |
| : a. Describe (from shaker table to the equipment; include orientation, bolt (size, No. , gr. , etc.), weld (type, size, length, electrode type, etc.)]: See Attachment 6 l
| |
| l
| |
| : b. If different from field mounting include equivalency justification: 3/8 d ASTM A307 was used during seismic test (see Attachment 8, page 2 of 3). 3/4' d expansion anchors are used for field installation which are equivalent to 3/8" d bolts.
| |
| 7
| |
| | |
| A BOP-1 TAG #1-1805-Q3-OPC
| |
| : 4. Resonance search: [X] yes [ ] no
| |
| : a. Technique: Single axis, continuous freauency sine sweep using a low amplitude steady-state input.
| |
| : b. Excitation angnitude & frequency interval (or sweep rate):
| |
| 0.2 m. 1-50 Hs-1, one octave / min.
| |
| : c. Resonances found: (up to: 50 Hz )
| |
| s/s: 9.7 Hz ; f/b: 8.7 Hz ; v: >33 Hz l
| |
| i
| |
| : 5. Test description: N/A - only resonance search test is applicable.
| |
| : s. Input:
| |
| (a) [ ] single axis; [ ] biaxial; [ ] pseudo biaxial;
| |
| [ ] tri-axial [ ] random; [ ] sine beat;
| |
| [ ] other:
| |
| [ ] phase coherent; [ ] phase incoherent (b) Frequency range:
| |
| (c) Input level (g-level & frequency) l OBE: s/s: ; f/b: ; v:
| |
| SSE: s/s: ; f/b: ; v:
| |
| (d) Number of tests performed: OBE: ; SSE: ;
| |
| other:
| |
| (e) Sequential test, including fatigue & vibration aging conducted: [ ] yes [ ~ no Justification, if not performed:
| |
| : b. Output:
| |
| (a) TRS generated: [ ] yes [ ] no (b) Percent damping in TRS generation:
| |
| (c) Percent damping used in RRS:
| |
| 8
| |
| | |
| BOP-1 TAG #1-1805-Q3-OPC (d) Margin included in RRS:
| |
| [ ] by test lab. [X] by others: (specify) Bechtel I (e) Attach sets of TRS and RRS compar. son plots (if not 2 f
| |
| provided, exclain): See Attachment 2
| |
| : c. Results:
| |
| i
| |
| ; (a) Basis of qualification:
| |
| [ ] structural integrity verified; [ ] operability verified (b) Failures detected during qualification tests:
| |
| i i,
| |
| (c) Anomalies (with disposition) if any:
| |
| (d) Modifications made (in the equipment or mounting) during the qualification phase; describe, if any:
| |
| i (e) How (modifications) implemented in the field: ,
| |
| ~
| |
| I (f) Other test performed (such as fragility test; include results):
| |
| 1 d
| |
| l 1
| |
| 9
| |
| ...m._. _ -.__..__,.._,.___,._,.._,,___,_,.___.__-__.m ..,__,,.~m...%, _ _ . . _ . _ . , _ . . , _,..__.__m. , . . . .__ ,, ,,, . . _ . _ . , . , , _
| |
| | |
| i BOP-1 TAG #1-1805-Q3-OPC VI. QUALIFICATION BY ANALYSIS (COMPLETE THIS SECTION FOR EACH REPORT): N/A i
| |
| : 1. Analysis Report: (Company)
| |
| : a.
| |
| | |
| ==Title:==
| |
| No.: ; revision: ; date:
| |
| : b. Reviewed by:
| |
| : 2. Qualification Report: (Company)
| |
| : a.
| |
| | |
| ==Title:==
| |
| No.: ; revision: ; date:
| |
| : 3. Failure Modes:
| |
| i
| |
| : 4. Method of Analysis:
| |
| [ ] static [ ] static coefficient [ ] dynmaic
| |
| [ ] time history [ ] response spectrum
| |
| ! 5. Natural frequencies (up to cut off frequency of: ):
| |
| s/s: ; f/b: ; V:
| |
| ; 6. Model type:
| |
| [ ] 1D; [ ] 2D; [ ] 3D
| |
| [ ] finite element: (kinds of elements used) l
| |
| [ ] other: (specify)
| |
| : 7. Support & Boundary conditions in the model:
| |
| I 1
| |
| ! 8. Computer codes used:
| |
| i Method of verification:
| |
| l l
| |
| l 10 l
| |
| i
| |
| | |
| BOP-1 TAG #1-1805-Q3-OPC
| |
| : 9. Damping: OBE: ; SSE: ; Basis:
| |
| : 10. Fatigue & aging consideration: [ ] yes [ ] no
| |
| : 11. Responses:
| |
| : a. Method of combination: [ ] ABS; [ ] SRSS;
| |
| [ ] algebraic, [ ] other, specify:
| |
| : b. For critical elements:
| |
| Total Calculated Allowable Source of Identification Location Loads Stresses Stresses Allowables Allowable Source of Identification Location Loads Total Defl. Defl. Allow. Defl.
| |
| 11
| |
| | |
| i l
| |
| BOP-1 TAG #1-1805-Q3-OPC l VII. SURVEILLANCE AND MAINTENANCE PROGRAM:
| |
| : 1. Qualified life: 41 years *
| |
| (based on weakest link or appendage in the equip.)
| |
| : 2. Basis: Type test and analysis
| |
| : 3. Procedure of assuring operability of the equipment under seismic and dynamic condition throughout the plant life:
| |
| Maintenance / Surveillance requirements to maintain equipment in an operable condition are incorporated into the planned maintenance program, controlled bv procedures 20015-C and 20009-C.
| |
| . Requires periodic replacement of critical components to maintain qualification.
| |
| l i
| |
| l f
| |
| 12 J
| |
| 1
| |
| | |
| ATT W M N -1 b F W N '
| |
| E:P.1 tac,
| |
| * 1- No5 Q 5 0 PC-Trot 1 CF 4t VNP DESIGN MANUAL DC-1005 REV I DATE 4-4-83 .
| |
| l i
| |
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| |
| l BECMTEL POWE R * * *~ *seen ' esasees"" ][
| |
| CORPORATION 1 1 GEORGIA POWER CObe>ANY :1 ALVIN W. V0GTLE peuCLEAR PLANT
| |
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| |
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| |
| :.' Da.so Mt.3 Abs Ao: -n o 7
| |
| . Free Amol Free Aeol Free A.ol 8.56 0.11 2.82 2.50 12.!9 2.81 8.63 0.15 3.16 2.17 14.13 2.37 9.71 0.23 3.55 2.27 15.65 1.83 0 . 7.4 0.37 3.92 2.33 17.78 1.78 0.S? 0 80 4.47 2 32 19.95 1.85 1.00 1.07 5.01 3.27 22.39 1.72 '
| |
| 1 12 1.47 5.62 3.30 25.12 1.71 1.26 1.69 6.31 3.23 23.1? I 63 1.41 2.91 7,01 3.09 31.62 1.4i 1.56 1.95 7.94 3.23 35.48 1.51 1.74 2.13 8.91 3.94 39.81 1.44 2 00 2.30 10.00 3.25 44.67 1.35 2.24 2.46 !!.22 2.77 50.12 1.53 2.51 2.41
| |
| $ - T R.S a6 b TM M # " W ~
| |
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| |
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| |
| & Fl coy %Y $
| |
| V EK.T.
| |
| s SSE.
| |
| N! 720
| |
| | |
| BOP-1 TAG #1-1805-Q3-OPC ATTACHENT 3 PAGE 1 0F 3 Laboratory Mounting Figure 1 provides details for the mounting of the panel using steel plates to which the enclosure brackets were welded.
| |
| Detail 1 on Figure 1 is for corner and side brackets (total of six plates),
| |
| and detail 2 on Figure 1 is for the center brackets on top and bottom (total of two plates). The panel was mounted to the test fixture in accordance witL these details.
| |
| The mounting plates were welded to the test specimen brackets as indicated in Figure 1 with 1/8" fillet welds.
| |
| Figure 2 shows the total weld used. The mounting plates were bolted to the seismic test fixture using 18 3/8-16 Grade 2 bolts which was in turn bolted to the shake table surface.
| |
| The panel was oriented such that its principal horizontal axes were at 45 with the horizontal axis of excitation.
| |
| 4 l
| |
| 13
| |
| [
| |
| | |
| O ATT AC E S^ WT- 5 FtGuxe 1 fAGE 2 DP O
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| |
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| |
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| |
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| |
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| |
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| l N! 277
| |
| | |
| f\ TTACS Mt.NT -3 7_ PA G E 3 "Y 3 f t G u tt e.
| |
| t/ d* WF.LD ON EMH BAMA C7 3a.rs* -
| |
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| |
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| |
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| |
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| |
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| |
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| |
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| |
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| |
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| |
| n.*!* ~ 3825* ' t.s *
| |
| * l an' i
| |
| l CCATIGURATICN OT T MCU?.""LVG BRACTES .
| |
| FOR TE
| |
| ( kSC VAC P/5/.l.
| |
| N! 275 i
| |
| | |
| B0P-1 TAG #1-1805-Q3-OPC ATTACHMENT 4 PAGE 1 0F 4 f
| |
| Qualification Method The 480 VAC distribution panel is qualified by testing. (Square D Company Report No. 108-1.02-L11 and 8998-10.09-L26)
| |
| The 480 VAC panel used for testing consisted of:
| |
| A. Construction: NEMA 12 rainproof enclosure, two (2) sections - bolted together, wall mounted steel structure, contains an I-Line circuit breaker interior.
| |
| Size: 82' (length) x 12.95' (width) x 60" (height) .
| |
| B. Circuit Brea'kers: (Square D Company)
| |
| Type: KA and KAL Catalor No. Accessories Quantity KA361251253A2 Alarm sad Auxiliary Switches 12 KAL361251253A2 Alarm and Auxiliary Switches 12 C. Alarm Relay: (Square D Company)
| |
| Type: H0-11 Catalog No.: Class 8501 D. Control Wire: (General Electric Company)
| |
| Type: SIS Yulkene Supreme Catalog No.: SI-57279 E. Power Wire: (The Anaconda Company) l Type: MTW Durasheath Catalog No.: EP F. Fuse: (Gould-Shawmut)
| |
| Type: Tri-Onic Dual Element Catalog No.: TRSR, Class RK-5 G. Ring Tongue Terminal: (AMP, Incorporated)
| |
| Type: PIDG Catalog No.: 320630 H. Space (Strip) Hester: (Watlow)
| |
| Type: Mica Strip Heater Catalog No.: 40040AX 14
| |
| | |
| BOP-1 TAG #1-1805-Q3-OPC-ATTACHMENT 4 PAGE 2 0F 4 I. Terminal Block: (The States Company)
| |
| Type: ZWW Catalog No.: ZWM-25002 2-Pole ZWM-25004 4-Pole ZWM-25006 6-Pole i J. Thermostat: (Penn-Baso)
| |
| Type: Ambient Compensated, Fixed Differential Catalog No.: A19AAC-4 K. Casketing: (Lauren Manuf acturing)
| |
| Type: Neoprene - Custom Ites Catalog No.: Compound BC-0-519 L. Heater Disconnect: (Square D Company)
| |
| Type: Q0U Circuit Breaker Catalog No.: Q0U 110 i The following devices were aged prior to Vogtle seismic test:
| |
| Circuit Breakers Catalor Number KA361251253A2 KAL361251253A2 ,
| |
| Alarm Relays Catalor Number Class 8501, Type HO-11 l The following devices were not aged prior to Vogtle seismic test but were qualified previously to meet the intent of IEEE Standard 323-1974. Adequate documentation, in the form of qualification evaluation sheets and qualification reports, is provided which demonstrates that these devices meet l
| |
| the requirements of Specification No. I3AF01, Appendix EA.
| |
| : 1. Control Wire: (Ceneral Electric Company)
| |
| Catalog No.: SI-57279 Yulkene Supreme
| |
| : 2. Fuse: (Could-Shawmut)
| |
| Catalog No.: TR6R, Class RK-5 l
| |
| i l
| |
| =
| |
| 15 i
| |
| | |
| BOP-1 TAG #1-1805-Q3-OPC ATTACHMENT 4 PACE 3 0F 4
| |
| : 3. Cround Detector Relay: (Brown-Boveri Electric, Inc.)
| |
| Catalog No.: ITE-27B, 239D0505
| |
| : 4. Ground Detector Relay: (Brown-Boveri Electric, Inc.)
| |
| Catalog No.: ITE-27H, 211B0265
| |
| : 5. Terminal Block: (The States Company)
| |
| Catalog No.: ZWM-25002 ZWM-25004 ZWM-25006
| |
| : 6. Undervoltage Relay: (Brown-Boveri Electric, Inc.)
| |
| Catalog No.: 239K6208, ITE-27S DCUV
| |
| : 7. Undervoltage Relay: (Brown-Boveri Electric, Inc.)
| |
| Catalog No.: ITE-27H, 211B0265
| |
| : 8. Power Wire Pigtail: (The Anaconda Company)
| |
| Catalog No.: Durasheath EP
| |
| : 9. Ammeter: (General Electric Company)
| |
| Catalog No.: 50-103-121-CASN or 50-103-121-CAPK, DB-40
| |
| : 10. Ring Tongue Terminal: (AMP, Incorporated)
| |
| Catalog No.: 53408-1, 53409-1, 53417-1, or 53418-1
| |
| : 11. Current Transformer: (Square D Company)
| |
| Catalog No.: 180-101 l
| |
| : 12. Fuse Block: (Square D Company)
| |
| Catalog No.: Class 9080, Type PF-1
| |
| : 13. Space (Strip) Heater: (Watlow)
| |
| Catalog No.: 40040AX
| |
| : 14. Thermostat: (Penn-Baso)
| |
| Catalog No.: A19AAC-4
| |
| : 15. Heater Disconnect: (Square D Company)
| |
| Catalog No.: Q0U 210 Circuit Breaker
| |
| : 16. Alarm Relay Disconnect: (Square D Company)
| |
| Catalog No.: Q0U 210 Circuit Breaker 16 i
| |
| ~
| |
| | |
| i i
| |
| BOP-1 TAG #1-1805-03-OPC ATTACHMENT 4 Page 4 of a The following devices are non-safety-related components. These components are adequately electrically isolated or physically separated from the safety-related components and the failure of these components, as they are used in the circuit throughout the qualified life of the panels, will not affect the ability of the panels to perform their safety-related functions. These components will be seismically qualified to the degree that, during a seismic event, the components.will remain intact and in no way prevent the panels from performing their safety-related functions.
| |
| Ammeter: (General Electric Company)
| |
| Catalog No.: 50-103-131-LSPK, AB-40 Voltmeter: (General Electric Company)
| |
| Catalog No.: 50-103-021-PZPZ, AB-40 Gasketing: (Lauren Manufacturing)
| |
| Catalog No.: Compound BC-0-519 l
| |
| l NOTES:
| |
| (1) Farwell & Hendricks Report No. 10062 is used for Resonance Search Test only.
| |
| (2) Farwell & Hendricks Report No. 10062A is used for Multi-
| |
| ! frequency Test.
| |
| l I
| |
| | |
| ATTAcB MstcT -f PAGE /oF2.
| |
| FtGuKE 1 .
| |
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| |
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| |
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| |
| l CohTIGURATION OF TE MCUhi!NG BRACY.ZT5 FOR TE hg b8C VAC PANT,*
| |
| N! 275 I n _
| |
| | |
| BOP-1 TAG #1-1805-Q3-OPC ATTACHMENT 6 PAGE 1 0F 3 Figure 1 provides details for the mounting of the panel using steel plates to which the enclosure brackets were welded.
| |
| Detail 1 on Figure 1 is for corner and side brackets (total of six plates),
| |
| and detail 2 on Figure 1 is for the center brackets on top and botton (total of two plates). The panel was mounted to the test fixture in accordance with these details.
| |
| The mounting plates were welded to the test specimen brackets as indicated in Figure I with 1/8" fillet welds.
| |
| Figure 2 shows the total weld used. The mounting plates were bolted to the seismic test fixture using 18 3/8' p ASTM A307 which was in turn bolted to the shake table surface.
| |
| The panel was oriented such that its principal horizontal axes were at 45 with the horizontal axis of excitation.
| |
| 18
| |
| | |
| e ATTACB MLPT 4 T'A G E a cF3 FtGuKe 1 .
| |
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| |
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| |
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| |
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| |
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| |
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| |
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| |
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| |
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| |
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| |
| (Tft.j Ne 277 l
| |
| l -- - o
| |
| | |
| ATTAct4 r%toi- 6 PA Ge. 3 :?2 f~ n G tA rt F 2_
| |
| l/ d* WF.LD ON EK.H & AAt.M CT 3s. it,' -
| |
| 4 t~
| |
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| |
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| |
| / . - 62-l
| |
| ~ t' P
| |
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| |
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| |
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| |
| : n. n '~ 3e w t.s**
| |
| S2' CCNTIGURATION CT "'E MCMCING 5?.ACI.ITS .
| |
| s' TCR TE 48C VAC P/dE,*.
| |
| N! 275
| |
| | |
| BOP-2 TAC 51-1805-S3RHRIA SEISMIC AND DYNAMIC QUALIFICATION
| |
| | |
| ==SUMMARY==
| |
| OF EQUIPMENT To be completed to stand on its own (do not refer to any document)
| |
| All questions are to be answered (if not applicable; mark 'N/A")
| |
| I. PLANT NAME: Voatie Electric Generatina Plant
| |
| : 1. Utility: Georais Power Company
| |
| : 2. Location: Burke County. Georais Southern Section
| |
| : 3. Type: PWR
| |
| : 4. Capacity (MWe Net): 1110
| |
| : 5. Containment Type: Prestressed Concrete
| |
| : 6. Cooling Source: Coolina Tower
| |
| : 7. NRC Docket No.: 50-424/50-425
| |
| : 8. CP Docket Date: February 13, 1973
| |
| : 9. NSSS Vendor: Westinchouse
| |
| : 10. A/E: Bechtel Power Corporation II. COMPONENT NAME: AC Wall Mounted Starter =
| |
| l
| |
| : 1. Scope: [ ] NSSS [X] BOP
| |
| : 2. Vendor: Eaton Corporation
| |
| : 3. Vendor Model No.: None
| |
| : 4. Manufacturer: Eaton Corporation i 5. Manufacturer Model No.: None 1
| |
| : 6. Purchase Spec. No.: X3ACO3 l 7. Total No. in Safety Systems: 2
| |
| : 8. Location (Choose the worst one with respect to seismic)
| |
| : a. Building: Control Buildina l
| |
| l b. Elevation and Area: 180 ft.
| |
| : c. Environment: [ ] Harsh [X] Mild
| |
| *See Attachment 5 for component list.
| |
| 2 l . . .- .. _ -- __ _. .. . -- . _ . . . .
| |
| | |
| 80P-2 TAC 51-1805-S3RHRIA
| |
| : 9. Field Mounting:
| |
| : a. [ ] Floor [X] Wal l [ ] Pipe [ ] Panel
| |
| [ ] Other (describe):
| |
| : b. [X] Bolted; description: (No. size, grade, etc.)
| |
| 4-1/2" dia. SAE J429 Cr. 2
| |
| [ ] Welded; description: (Si ze, length, electrode type, etc.)
| |
| [ ] Other; description:
| |
| : c. Mounting restriction from the manufacturer, if any:
| |
| (horizontal, vertical, etc.) Vertical
| |
| : 10. Functional Description of the Equipment:
| |
| : a. System in which located: (for item 8 in II, above) 480 volts AC system
| |
| : b. Type: [X] Active [ ] Passive
| |
| : c. Equipment required for: [ ] Hot Standby [ ] Cold shutdown .
| |
| [X] Both [ ] Neither
| |
| : d. Intended safety function: Provide power to RHR Isolation Valve 1HV-8701B
| |
| : e. Direct consequences of its failure (brief description of the effect on the system): Loss of power to RHR Isolation l Valve IHV-8701B
| |
| : f. Redundancies, if any: 100% redundancy available III. EQUIPMENT QUALIFICATION METHOD:
| |
| [X] Test [ ] Analysis
| |
| [ ] Combination of test & analysis [ ] Other (describe):
| |
| 2
| |
| | |
| 80P-2 TAC 51-1805-S3RHRIA IV. LOADS AND LOAD COMBINATIONS:
| |
| : 1. Loads
| |
| : a. [X] Seismic
| |
| : b. [ ] Hydrodynamic
| |
| : c. [ ] Flow induced vib.
| |
| : d. [ ] Normal operation vib.
| |
| : e. [ ] Other dynamic loads: (specify)
| |
| : 2. Combination technique: N/A
| |
| : 3. Required acceleration in each direction:
| |
| : a. [X] ZPA [ ] Other; specify:
| |
| : b. OBE: s/s: 0.26 a ; f/b: 0.26 a ; v: 0.25 a SSE: s/s: 0.38 a ; f/b: 0.38 a ; v: 0.42 a See Attachment 1 l _ _.
| |
| | |
| 80P-2 TAG #1-1805-S3RHRIA V. QUALIFICATION BY TEST (COMPLETE THIS SECTION FOR EACH REPORT INCLUDING PARTIAL TEST):
| |
| : 1. Test report: (Company) Farwell and Hendricks Inc.
| |
| : a.
| |
| | |
| ==Title:==
| |
| Seismic Qualification Report on an AC Motor Control Center No.: AC-10148 ; revision: 1 ; date: 8-10-1984
| |
| : b. Reviewed by: Bechtel Power Corporation
| |
| : 2. Qualification report: (Company) Same as above -
| |
| I
| |
| : a.
| |
| | |
| ==Title:==
| |
| No.: ; revision: ; date:
| |
| : b. Reviewed by: Bechtel Power Corporation
| |
| : 3. Laboratory mounting:
| |
| : a. Describe (from shaker table to the equipment; include orientation, bolt (size, No., gr., etc.), weld (type, size, length, electrode type, etc.)]: A vertical fixture, which represented wall, was attached to the shaker table. AC starter was attached to the vertical fixture usina 4-1/2' diameter 13 UNC Grade 2 bolts. The specimen was oriented such that specimen's principal horizontal axis were at 45 decrees with the horizontal axes of excitation l
| |
| : b. If different from field mounting include equivalency justification: Field installation is rioid and bolt stresses are within allowables.
| |
| 4
| |
| | |
| 80P-2 TAC 51-1805-S3RHRIA
| |
| : 4. Resonance search: [X] yes [ ] no
| |
| : a. Technique: Sinale axis, linear sine sweep
| |
| : b. Excitation magnitude & frequency interval (or sweep rate):
| |
| Low amplitude. 1 Hz to 50 Hz to 1 Hz, 1 octave per minute
| |
| : c. Resonances found: (up to: 50 Hz )
| |
| s/s: 18.3 Hz ; f/b: 28.9 Hz ; v: >33 Hz (See Attachment 2)
| |
| : 5. Test description:
| |
| : a. Input:
| |
| (a) [ ] single axis; [ ] biaxial; [ ] pseudo biaxial;
| |
| [ ] tri-axial [X] random; [ ] sine beat;
| |
| [X] other: Psuedo - Triaxial
| |
| [ ] phase coherent; [X] phase incoherent (b) Frequency range: 1-36 Hz vertical. 1-33 Hz Horizontal (c) Input level (g-level & frequency) See Attachment 3 OBE: s/s: 1.59//I=1.124; f/b: 1.59//7=1.124; v: 1.28 SSE: s/s: 2.52//7=1.782; f/b: 2.52//7=1.782; v: 1.79 (d) Number of tests performed: OBE: 5 ; SSE: 2 ;
| |
| l other:
| |
| (e) Sequential test, including fatigue & vibration aging conducted: [X] yes [ ] no Justification, if not performed:
| |
| : b. Output:
| |
| l (a) TRS generated: [X] yes [ ] no (b) Percent damping in TRS generation: 5%
| |
| (c) Percent damping used in RRS: 5%
| |
| l i
| |
| 5
| |
| | |
| l BOP-2 TAG 51-1805-S3RHRIA (d) Margin included in RRS: 10%
| |
| [ ] by test lab. [X] by others: (specify) Bechtel (e) Attach sets of TRS and RRS comparison plots (if not provided, explain: See Attachment 3
| |
| : c. Results:
| |
| (a) Basis of qualification:
| |
| [X] structural integrity verified; [X] operability verified (b) Faileres detected during qualification tests: Oriainal contact set was damaged
| |
| ;l (c) Anomalies (with disposition) if any: See Attachment 4 (d) Modifications made (in the equipment or mounting) during the qualification phase; describe, if any:
| |
| Damaged contact set of control relay was replaced with an unused, unaged contact set.
| |
| (e) How (modifications) implemented in the field: N/A (f) Other test performed (such as fragility test; include results) : N/A I
| |
| 6
| |
| | |
| BOP-2 TAG 51-1805-S3RHRIA VI. QUALIFICATION BY ANALYSIS (COMPLETE THIS SECTION FOR EACH REPORT) N/A
| |
| : 1. Analysis Report: (Company)
| |
| : a.
| |
| | |
| ==Title:==
| |
| No.: ; revision: ; date:
| |
| : b. Reviewed by: Bechtel Power Corporation
| |
| : 2. Qualification Report: (Company)
| |
| : a.
| |
| | |
| ==Title:==
| |
| No.: ; revision: ; date:
| |
| : 3. Failure Modes:
| |
| i
| |
| : 4. Method of Analysis:
| |
| [ ] static [ ] static coefficient [ ] dynamic
| |
| [ ] time history [ ] response spectrum
| |
| : 5. Natural frequencies (up to cut off frequency of: 1:
| |
| l s/s: ; f/b: ; v:
| |
| : 6. Model type:
| |
| [ ] 10; [ ] 2D; [ ] 3D
| |
| [ ] finite element: (kinds of elements used)
| |
| [ ] other: (specify)
| |
| : 7. Support & Boundary conditions in the model:
| |
| : 8. Computer codes used:
| |
| Method of verification:
| |
| 7
| |
| | |
| BOP-2 TAG 51-1805-S3RHRIA
| |
| : 9. Damping: OBE: ; SSE: ; Basis:
| |
| : 10. Fatigue & aging consideration: [ ] yes [ ] no
| |
| : 11. Responses:
| |
| : a. Method of combination: [ ] ABS; [ ] SRSS;
| |
| [ ] algebraic, [ ] other, specify:
| |
| : b. For critical elements:
| |
| Total Calculated Allowable Source of Identification Location Loads Stresses Stresses Allowables Allowable Source of Identification Location Loads Total Defl. Deft. Allow. Defl.
| |
| I i
| |
| 8
| |
| | |
| 80P-2 TAG ll-1805-S3RHRIA VII. SURVEILLANCE AND WAINTENANCE P90 CRAM:
| |
| : 1. Qualified life: 41 years wjth replacemente (based on soakest link or appendags in the equip.)
| |
| : 2. Basis: Type test and analysis ,
| |
| : 3. Procedure of assuring operability of the equipment under seismic and dynamic condition throughout the plant life:
| |
| Maintenance / Surveillance requirements to maintain equipment in an operable condition are incorporated into the planned maintenance program, controlled by procedures 20015-C and 20009-C.
| |
| * Requires period c maintenance / replacement of age-sensitive components to maintain qualification.
| |
| l l
| |
| l l
| |
| l l
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| 9
| |
| | |
| ( bop- 7. , TM # 1-1805 -s3-RHU A ,
| |
| ATTACHMEtJT- 1 PAG E.1 op 4 F REQUENCY leveles pse sessmen .
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| 10 h 2 1 4 d 100, to 40 _ 30 20 , 1 I-
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| _ _- ._._ _____J-. _ _ _ _ _ - - _ - ___ - _..
| |
| | |
| ^
| |
| i ATTACHME dT- 2 EcP-2, TAG te ( 180S-S3-RHR 14 PAG E I of I l l
| |
| l
| |
| : 9510-AX3AC03-2900-1 .. 3ect Number AC-10148, Rev. O Page 21c TABLE 6.1D AC Wall Mounted Starter Summary of Major System Resonances (Hz)
| |
| * App.EIAccel.#/ Axial Location Description I Summary of System Pg. #1 1 I Resonances
| |
| _____l____________i______________________g_______________________
| |
| E53 1 1X+ 1 Near Reversing 118.4, 30.4, 38.4, 44.5 I l Contactor I I I i E54 1 2Y+ 1 129.2, 44.9 I I I E55 1 32+ 1 INone below 50H:
| |
| I l I E56 1 4X+ 1 Near Control Relay 118.3, 38.4, 44.5 I I I E57 I 5Y+ 1 129.2, 39.2, 42.0, 44.0 l I I E58 I 62+ 1 INone below 50H:
| |
| 1 I I E59 1 7X+ 1 Near Circuit Breaker 118.4, 38.4, 44.5 I I I E60 1 8Y+ 1 128.9, 39.2, 43.6 I I I E61 1 92+ 1 INone below 50Hz I I i
| |
| * NOTE: These frequencies are cursored approximations at the system's resonant frequencies.
| |
| s
| |
| | |
| I
| |
| (~ _
| |
| ATTACHMENT 3 ff.,P 1. tz05.s3.RH R.i A PAGE l 0F S MIf THE HORIZONTAL (TEST) REQUIRED RESPONSE SPECTRA CURVES SHOWN, INCLUDE A MULTIPLICATIVE FACTOR OF W TO ACCOUNT FOR TRI-AXIAL EFFECTS, ALL (TEST) REQUIRED RESPONSE SPECTRA CURVES SHOWN, ALSO INCLUDE A 10 PERCENT TEST MARGIN AS REQUIRED BY IEEE 323-1974.
| |
| | |
| EF- 2 , TAG # i*IEO6*SS-RHR1A AMACHMF_4T- 3 PAGE 2. OF G
| |
| } 9530-AX3AC03-2900-1 081 Pro 3ect Number AC-10148, Rev. O Page DOO CHANNEL - A 2PA= 1.59 Got 5.000 _
| |
| - - _ , '-e t . .
| |
| /' N ^ -.,%,A.. !
| |
| ~
| |
| / ~ ~
| |
| ACC C'S
| |
| ] ,
| |
| /
| |
| i
| |
| \
| |
| [ '%
| |
| s.
| |
| i !
| |
| d at.i m s l $
| |
| , tg ( FLOCK) 1.000 LOGIS FRE0 100.8 4-FEB-84 SHOCK RESPONSE 5.0 % Daeo Abs Acc h2 42:00 19148-208E1 CONTROL 62 1/6 Octave Maxi-Max .
| |
| 7 Free Aeol Free Aeol Free Aeol 1.88 1.18 5.81 3.94 25.12 2.18 1.12 1.78 5.62 4.32 28.18 2.11 1.26 2.15 6.31 4.13 31.62 2.34 1.41 2.73 7.08 4.24 35.48 2.89 1.58 2.79 7.94 3.61 39.81 2.38 1.78 3.12 8.91 3.55 44.67 2.12 2.00 3.27 19.90 3.92 50.12 1.97 2.24 3.51 11.22 3.38 56.23 1.96 2.51 3.63 12.59 3.10 63.19 1.94 2.82 3.57 14.13 3.22 79.79 1.93 3.16 3.42 15.85 2.69 79.43 1.91 3.55 3.39 17.78 2.28 89.13 1.88 3.98 4.08 19.95 2.22 199.90 1.87 4.47 3.94 22.39 2.62 W ALL- MOONTED STARTER.
| |
| Ho ra.12. - O SE
| |
| ^
| |
| | |
| I l
| |
| ATTACHMEbfT- 5 8 P-
| |
| * TAG
| |
| * i-i &o5- 53-RHRf A PAGE 3 oF 5 l i
| |
| l l
| |
| . \
| |
| . 9G10-AX3AC03-2400-1 082 Pro 3ect Num er AC-10148 Rev. O Page DO2 i
| |
| l l
| |
| CHANNEL - B 2PA= 1.28 Got 5.999 r 9
| |
| i ! ! E Til l I i lYN A _ i i !
| |
| '~ -
| |
| -% m j_,- _ ,
| |
| / 4' 'ts ACC C*S
| |
| # N x a '
| |
| a H i ! MCN s . Ans a t.1 N ms c F t.ooO
| |
| / j j
| |
| . I i
| |
| 1.999 LOGIS'FREQ 199.9 14-FEB-84 SH0CK RESPONSE 5.0 % Daeo Abs Acc s2:44 40 19148-2 OBE 1 CONTROL @ 1/6 Octave Maxi-nax
| |
| ?
| |
| l Free Aeol Free Aeol Free Aeol
| |
| , 1.00 9.69 5.01 2.78 25.12 2.25 l 1.12 9.99 5.62 2.91 28.18 1.84 l 1.26 1.15 6.31 3.29 31.62 1.46 1.41 1.99 7.08 3.38 35.48 1.32 1.58 1.13 7.94 3.36 39.81 1.39 1.78 1.28 8.91 2.99 44.67 1.51 2.00 1.38 10.00 3.42 50.12 1.59 2.24 1.41 11.22 3.39 56.23 1.79 2.51 1.55 12.59 2.58 63.19 1.68 2.82 1.65 14.13 2.69 70.79 1.67 3.16 1.66 15.85 2.26 79.43 1.66 3.55 1.72 17.78 2.14 89.13 1.72 3.9s 1.96 19.95 2.23 199.99 1.47 4.47 2.14 22.39 2.14 WALL-MOONTED STARTR V E R.T. - O S E.
| |
| l l
| |
| l l
| |
| ~
| |
| | |
| ATTAcHN1E.hlT - 3 l PAG E 4 F5
| |
| # 1 1305-53 KHR.1 A ,
| |
| . .- l 9510-AX3AC03-2400-1 093 Project Number AC-10148, Rev. O Page D34 r
| |
| CHANNEL - A 2PA= 2.52 Got 19.99
| |
| "" ~' --
| |
| g ; _
| |
| ' - '"-%- - tes j
| |
| r
| |
| , / w
| |
| ' \
| |
| ACC G'S /
| |
| -F
| |
| ]N L 7u m ~ : d ul.14RRy i N
| |
| , iugg stoog) 8.199 ~
| |
| 1.000 LOC 10 FRE0 100.9 14-FEB-84 SHCCX RESPONSE 5.0 % Daeo Abs Acc 94:08:20 19148-2SSE2 CONTROL @2 1/6 Octave Maxi-Max
| |
| ?
| |
| Free Aeol Free Aeol Free Aeol 1.00 1.67 5.01 6.81 25.12 3.82 1.12 2.62 5.62 6.52 28.18 3.59 i 1.26 3.15 6.31 6.24 31.62 3.25 1.41 4.01 7.88 6.68 35.48 3.15 1.58 4.98 7.94 6.18 39.81 3.17 1.78 4.52 8.91 6.63 44.67 2.71 2.00 4.92 19.99 5.89 50.12 2.71 2.24 5.20 11.22 4.88 56.23 2.85 2.51 ~ 5.37 12.59 4.97 63.10 2.88 2.82 5.40 14.13 4.79 79.79 2.57 3.16 5.02 15.85 4.49 79.43 2.56 3.55 5.21 17.78 3.84 89.13 2.58
| |
| '. 3.98 5.94 19.95 4.24 190.99 2.57 4.47 6.27 22.39 4.16 i
| |
| l WALL- MOUNTED STAR.TE R i
| |
| j HORIE. - SSE i
| |
| )
| |
| I
| |
| | |
| ATTAcHME NT- 5 60P~~'-- PAGE 5 oF EI -
| |
| TAG
| |
| * 1-1805- S3- RHR.I A 9310- AX3AC 0 3- 24 0 0- 1 094 Project Number AC-10148, Rev. O Page D35 CHANNEL - B 2PA= 1.79 Get 5.999 s--- --
| |
| c ; ww ;__m . ; . .
| |
| ! - ' i
| |
| '5, i ! i es l - _,
| |
| /me . <F '
| |
| ts -
| |
| n
| |
| ' ~ '
| |
| ACC C*S 4 4 ^ -
| |
| d'
| |
| '*= c-:: ( FLoog) i i I i 1.999 LOGIS FRES 199.9 9 $9 h hSh 2 CONTROL X @ f}! O! N e $$s R$x 7
| |
| Free Aeol Free Aeol Free Asel 1.99 9.76 5.01 3.79 25.12 3.32 2
| |
| 1.12 1.15 5.62 3.93 28.18 2.78 1.26 1.45 6.31 4.42 31.62 2.27
| |
| . 1.41 1.39 7.98 4.49 35.48 2.99 1.58 1.44 7.94 4.44 39.81 2.29 t
| |
| 1.78 1.68 8.91 4.05 44.67 2.88 l 2.00 1.79 19.08 4.36 50.12 1.90 2.24 1.83 11.22 4.27 56.23 2.93 2.51 2.19 12.59 3.13 63.19 1.99 2.82 2.21 14.13 3.49 70.79 1.88 3.16 2.32 15.85 3.11 79.43 1.79 3.55 2.44 17.78 2.79 89.13 1.88 3.99 2.56 19.95 2.95 199.99 1.99 4.47 2.91 22.39 3.18 WALL- MOUNTED STAU:.TER.
| |
| VER.T. - ssE
| |
| \
| |
| | |
| r J, CD10- AX3AC03- 24 0 0- 1 055 Project Number AC-10148, Rev. O Page C15 1 .
| |
| FARWELL & HENDRICKS, INC. ATTACHM E tJT- 4 RECORD OF ANOMALY Pass j oc g 150P- 2.
| |
| TAG 44 t- 1805-53 RHMA Date: ?/M64 ROA No.: $.1.4 Customer: C.A. foiJ Project No.: .11251.4
| |
| | |
| == Description:==
| |
| Seewv Engineer: 'i"3rm.i c,(
| |
| Customer Item No.: A Avar E A, r Test Monitoe: MAen.D Test Item No.: .10.148- di- 94 -W 4.
| |
| w.um air. %.v ime n n%
| |
| STATEMENT OF REQUIREMENTS: C.ect s C. A Wtt. .
| |
| * * * ' " "'S m ti.w d.w DESCRIPTION OF ANOMALY: Oni c . w a-oca =s s ve e are .c.nri.a . (?.w r? r. s or cen i uw) .
| |
| DISPOSITION: O sc. - A s - s r .
| |
| C0MMENTS: C.e cr re-r was swccm w '' " * "f"VN l
| |
| c.rrae,. m (wec.o i.
| |
| Customar Signatura/ Data _
| |
| /9/dh CA Aceroval/nate 8. /MM O//1
| |
| / /
| |
| l[
| |
| / ,.
| |
| .i l!
| |
| l TF.001 Rev.1
| |
| ' nf< ice -
| |
| c,e l d a n e n d . Custnaae Diak ,faeparata ,
| |
| o
| |
| | |
| pgTpc@ c HT-4 pgcc ? oF 2 so ? ?-
| |
| TA6#1 LE05-$1-I 4
| |
| Wall Mounted Starter.
| |
| A contact between terminals 7 and 8 in the control relay was accidentalli damaged by the application of a short circuit.
| |
| Disposition:
| |
| Use another alternate contact in this relay and continue testing.
| |
| COMMENT:
| |
| The wall mounted starter did not contain aged equipment. A change to an alternate contact did not affect qualification l
| |
| l l
| |
| | |
| ~ - _-
| |
| e ,
| |
| Bor-2, TAs # t 1105-SS RHR,1A ATTACHMENT 5 PAGE 1 oF l 9 t.,10 - A X F " u : - v 6 6 -6 2 / ti
| |
| . C OM B STR . 0 C l 8/5/82
| |
| ~
| |
| COMBINATION STARTER NEMA V & XII ENCLOSURE DIAGRAM NC. CF 901221.D2-3 I I CATALOG OR I I AGED DEVIC E COMPONENT DESCRIPTION I MANUFACTURER I PART NO. I QTY I. TEST I.D. N:.
| |
| ------------------------I---------------I---------------I------I--------------
| |
| I I I I CIRCUIT BREAKER, I WESTINGROUSE I HFB 3015 I 1 1 -----
| |
| THERM AL-M AGN ETIC , HFB I I I I 15 AMP I I I I I I I I CONTROL TRANSFORMER I HEVI DUTY I W150-MOD I 1 I -----
| |
| 150 VA, 480-4 60/120 V I (G ENERAL I (2 822331T00) I I 1 PH, MOD W/460V TAP I SIGNAL) I I I I I I I FUSE BLOCK I EATON/CH PROD I 44-1352 I 2 I -----
| |
| I I I I 4
| |
| FUSE 1.4 A, 250 V I BUSSMANN I FRN 14/10 I 2 I -----
| |
| I I I I CONTROL RELAY I EATON/CH PROD I D26MR13A I 1 I -----
| |
| TYPE M, 1 NO- 3 NC I I I I i I I I I SIIE 1 REV. CONTACTOR I EATON/CH PROD I C50CN3A I 1 I -----
| |
| 3 POLE, 120V COIL I I I I ELEC. INTERLOCKS: I I' I I
| |
| , NO - NCI I I C320 KB5 I 2 I -----
| |
| ! I I SERIES A2 I I l
| |
| NO ~
| |
| .NC I I C320 KA3 I 2 I -----
| |
| I I SERIES A2 I I
| |
| $s I I I I OVERLOAD RELAY I EATON/CH PROD I C300CN3 I 1 I -----
| |
| W/ ALARM CIRCUIT I I C300KAl I 1 I -----
| |
| I I I I HEATER COILS ' I I H1038 I 3' I -----
| |
| , I I I I
| |
| ,~ . I I I I SEPARABLE TgRMINAL I UNDERWRITERS I 11-330-82 I 6 I -----
| |
| BLOCKS, CONTROL, I SAFETY DEVICESI 11-330-81 I 6 I -----
| |
| 8-POLE;'3SA, 600V I I 11-330-84 I 6 I CH PART NO. S: I I I I 80-3531;'80-3532, s I I I I 7 3-D16 I I I I
| |
| . I I I I
| |
| | |
| I BOP-3 TAG 41-1302-P4001 SEISMIC AND DYNAMIC QUALIFICATION
| |
| | |
| ==SUMMARY==
| |
| OF EQUIPMENT To be completed to stand on its own (do not refer to any document)
| |
| All questions are to be answered (if not applicable; mark "N/A")
| |
| I. PLANT NAME: Voatle Electric Generatina Plant
| |
| : 1. Utility: Georola Power Company
| |
| : 2. Location: Burke County. Georais Southern Section
| |
| : 3. Type: PWR
| |
| : 4. Capacity (WWe Net): 1110
| |
| : 5. Containment Type: Prestressed Concrete
| |
| : 6. Cooling Source: Coolina Tower
| |
| : 7. NRC Docket No.: 50-424/50-425
| |
| : 8. CP Docket Date: February 13. 1973
| |
| : 9. NSSS Vendor: Westinahouse
| |
| : 10. A/E: Bechtel Power Corporation II. COMPONENT NAME: Auxiliary Feedwater Pump (Turbine Driven) ,
| |
| : 1. Scope: [ ] NSSS [X] BOP
| |
| : 2. Vendor: Innersoll-Rand Company
| |
| : 3. Vendor Model No.: 6HMTA-5
| |
| : 4. Manufacturer: Inaersoll-Rand Company
| |
| : 5. Manufacturer Model No.: 6HMTA-5
| |
| : 6. Purchase Spec. No.: X4AF03
| |
| : 7. Total No. in Safety Systems: 1
| |
| : 8. Location (Choose the worst one with respect to seismic)
| |
| : a. Building: Auxiliary Feedwater Pumphouse
| |
| : b. Elevation and Area: 215 ft., Room R-106
| |
| : c. Environment: [ ] Harsh [X] Mild 1
| |
| i 1
| |
| | |
| 80P-3 TAG 81-1302-P4001 1 . 9. Field Mounting:
| |
| : a. [ ] Floor [ ] Wal l [ ] Pipe [ ] Panel
| |
| [X] Other (describe): Bolted to pedestal
| |
| : b. [X] Bolted; description: (no. size, grade, etc.) ;
| |
| 4-1" Dia. 8 UNC Bolts (SA193 Cr. B7)*
| |
| [ ] Welded; description: (Size, length, electrode type, etc.)
| |
| [ ] Other; description:
| |
| . c. Mounting restriction from the manufacturer, if any:
| |
| (horizontal, vertical, etc.) Horizontal
| |
| : 10. Functional Description of the Equipment:
| |
| : a. System in which located: Auxiliary Feedwater System (for item 8 in II, above)
| |
| : b. Type: [X] Active [ ] Passive
| |
| : c. Equipment required for: [ ] Hot Standby [ ] Cold shutdown
| |
| [X] Both [] Neither
| |
| : d. Intended safety function: To Supply Emeraency Feedwater to Remove Reactor Decay Heat
| |
| : e. Direct consequences of its failure (brief description of the effect on the system): Overpressurization of secondary system and reactor coolant system
| |
| : f. Redundancies, if any: Motor Driven Aux. Feedwater Pumps III. EQUIPMENT QUALIFICATION METHOD:
| |
| [ ] Test [ ] Analysis
| |
| [X] Combination of test & analysis [ ] Other (describe):
| |
| *12-3/4" dia. anchor bolts (A193 Cr. 87) attach bedplate to floor. Pump is bolted to pedestal which is welded to bedplate.
| |
| 2 -.
| |
| | |
| l BOP-3 TAC 51-1302-P4001 IV. LOADS AND LOAD COMBINATIONS: ,
| |
| : 1. Loads j
| |
| : a. [X] Seismic
| |
| : b. [ ] Hydrodynamic
| |
| : c. [ ] Flow induced vib.
| |
| : d. [ ] Normal operation vib.
| |
| : e. [ ] Other dynamic loads: (specify)
| |
| : 2. Combination technique: N/A
| |
| : 3. Required acceleration in each direction: See Attachment 1
| |
| : a. [X] ZPA [ ] Other; specify:
| |
| : b. OBE: s/s: 0.17 a ; f/b: 0.17 a ; v: 0.15 a SSE: s/s: 0.29 a ; f/b: 0.29 a ; v: 0.25 a l
| |
| l 8
| |
| l
| |
| | |
| BOP-3 TAC 51-1302-P4001 V. QUALIFICATION BY TEST (COMPLETE THIS SECTION FOR EACH REPORT INCLUDING PARTIAL TEST):
| |
| : 1. Test report: (Company) Inaersoll-Rand Company
| |
| : a.
| |
| | |
| ==Title:==
| |
| 6HMTA-5 Pump. Resonant Frequency Test with Grouted Bedolate no.: TR-8207 ; revision: 2 ; date: October 2. 1984
| |
| : b. Reviewed by: Bechtel Power Corporation
| |
| : 2. Qualification report: (Company) Innersoll-Rand Company
| |
| : a.
| |
| | |
| ==Title:==
| |
| Structural Intearity and Operability Analysis of Auxiliary Feedwater Pump. Turbine Driven, I-R Model 6HWTA-5 no.: TR-8305 ; revision: 2 ; date: August 1, 1984
| |
| : b. Reviewed by: Bechtel Power Corporation
| |
| : 3. Laboratory mounting:
| |
| : a. Describe (from shaker table to the equipment; include l orientation, bolt (size, no., gr., etc.), weld (type, size, length, electrode type, etc.)]: See Attachment 2
| |
| : b. If different from field mounting include equivalency justification: See Attachment 2 4
| |
| | |
| 80P-3 TAC 51-1302-P4001
| |
| : 4. Resonance search: [X] yes [ ] no
| |
| : a. Technique: Harmonic excitation with portable shaker
| |
| : b. Excitation magnitude & frequency interval (or sweep rate):
| |
| Excitation of the unit was achieved by use of a variable speed DC motor, with an unbalanced weicht fixed to a disc mounted on the motor shaft extension. Sufficient force was applied to fully develop the modal responses of the ' system in the 1 Hz to 40 Hz ranae.
| |
| : c. Resonances found: (up to: 40 Hz )
| |
| s/s: >33 Hz ; f/b: >33 Hz ; v: >33 Hz
| |
| : 5. Test description: N/A, the test was resonant frequency test.
| |
| : a. Input:
| |
| (a) [ ] single axis; [ ] biaxial; [ ] pseudo biaxial;
| |
| ; [ ] tri-axial [ ] random; [ ] sine beat; i
| |
| [ ] other:
| |
| [ ] phase coherent; [ ] phase incoherent l (b) Frequency range:
| |
| (c) Input level (g-level & frequency)
| |
| OBE: s/s: ; f/b: ; v:
| |
| SSE: s/s: ; f/b: ; v:
| |
| (d) Number of tests performed: OBE: ; SSE: ;
| |
| other:
| |
| (e) Sequential test, including fatigue & vibration aging conducted: [ ] yes [ ] no Justification, if not performed:
| |
| 5
| |
| | |
| 80P-3 TAG #1-1302-P4001
| |
| : b. Output:
| |
| (a) TRS generated: [ ] yes [ ] no (b) Percent damping in TRS generation:
| |
| (c) Percent damping used in RRS:
| |
| (d) Margin included in RRS:
| |
| [ ] by test lab. [ ] by others: (specify)
| |
| (e) Attach sets of TRS and RRS comparison plots (if' not provided, explain):
| |
| : c. Results:
| |
| (a) Basis of qualification:
| |
| [ ] structural integrity verified; [ ] operability verified (b) Failures detected during qualification tests:
| |
| (c) Anomalies (with disposition) if any:
| |
| (d) Modifications made (in the equipment or mounting) during the qualification phase; describe, if any:
| |
| (e) How (modifications) implemented in the field:
| |
| (f) Other test performed (such as fragility test; include results):
| |
| i 6
| |
| | |
| ~
| |
| 1 l
| |
| l l
| |
| 80P-3 TAG ll-1302-P4001 )
| |
| VI. QUALIFICATION BY ANALYSIS (COMPLETE THIS SECTION FOR EACH REPORT)
| |
| : 1. Analysis Report: (Company) Inaersoll-Rand Company
| |
| : a.
| |
| | |
| ==Title:==
| |
| Structural Intearity and Operability Analysis of i
| |
| Auxiliary Feedwater Pump. Turbine Driven. I-R Model 6HWTA-5 1
| |
| no.: TR-8305 ; revision: 2 ; date: Auaust 1, 1984 i
| |
| : b. Reviewed by: Bechtel Power Corporation
| |
| : 2. Qualification Report: (Company) Incersoil-Rand Company I
| |
| : a.
| |
| | |
| ==Title:==
| |
| Structural Intearity and Operability Analysis of '
| |
| Auxiliary Feedwater Pump. Turbine Driven, I-R Model 6HWTA-5 no.: TR-8305 ; revision: 2 ; date: Auaust 1, 1984
| |
| : 3. Failure Modes: Rubbina of shaft with stator and structural failure of pressure boundary
| |
| : 4. Method of Analysis:
| |
| [X] static [ ] static coefficient [ ] dynamic
| |
| [ ] time history [ ] response spectrum j 5. Natural frequencies (up to cut off frequency of: 40 Hz ):
| |
| , s/s: >33 Hz ; f/b: >33 Hz ; v: >33 Hz l
| |
| *6. Model type: For pressure boundary components
| |
| ! [ ] 1D; [ ] 2D; [X] 3D
| |
| [X] finite element: (kinds of elements used) Note 1 on page 8
| |
| [ ] other: (specify)
| |
| : 7. Support & Boundary conditions in the model:
| |
| t Note 1 on page 8
| |
| : 8. Computer codes used: I-R In-House computer proarams EAS 1-5, 2-12, 1-10 Method of verification: Note 1 on psae 8
| |
| . Separate analyses were done for Pressure Boundary Components, the Foundation Component Supports, and operability. Therefore, questions VI 6 through 11 are answered three times.
| |
| 7
| |
| | |
| BOP-3 TAC 51-1302-P4001
| |
| : 9. Damping: OBE: N/A ; SSE: N/A ; Basis: Static Analysis
| |
| : 10. Fatigue & aging consideration: [X] yes [ ] no
| |
| : 11. Responses:
| |
| : a. Method of combination: [ ] ABS; [X] SRSS - seismic;
| |
| [X] algebraic - other loads [ ] other, specify:
| |
| : b. For critical elements:
| |
| Total Calculated Allowable Source of Identification Location Loads Stresses Stresses Allowables Main Flange Bolt Design 22,368 psi 23,000 psi ASME Pressure Section III Bechtel Stuffing Box Bolt Design 19,119 psi 27,500 psi Specifica-Pressure tion Allowable Source of Identification Location Loads Total Deft. Deft. Allow. Defl.
| |
| See Operability Analysis l
| |
| Note 1: The analysis was done using Ingersoll-Rand in-house programs. A summary of the analysis has been submitted. This summary does not identify the kind of elements used or the boundary conditions. The method of computer program verification is not given, I-R states the programs are properly verified and documentation is on file at I-R.
| |
| 8 l
| |
| | |
| l l
| |
| 80P-3 TAG 51-1302-P4001
| |
| : 6. Model type: For foundation and supports 1
| |
| [ ] 1D; [ ] 2D; [X] 3D
| |
| [X] finite element: (kinds of elements used) Note 1 on pace 8
| |
| [ ] other: (specify)
| |
| : 7. Support & Boundary conditions in the model:
| |
| Note 1 on pace 8
| |
| : 8. Computer codes used: I-R In-House computer proarams EAS 3-3.
| |
| EAS 2-18. EAS 2-10 Method of verification: Note 1 on pace 8
| |
| : 9. Damping: OBE: N/A ; SSE: N/A ; Basis: Static Analysis
| |
| : 10. Fatigue & aging consideration: [X] yes [ ] no
| |
| : 11. Responses:
| |
| : s. Method of combination: [ ] ABS; [X] SRSS - seismic 4 [X] algebraic - other loads [ ] other, specify: ,
| |
| : b. For critical elements:
| |
| Total Calculated Allowable Source of Identification Location Loads Stresses Stresses Allowables l Pump Mounting Bolts N+S+D+T 22,354 psi 63,000 psi .6 Sy i
| |
| Foundation Bolts N+S+D+T 17,060 psi 63,000 psi .6 Sy 1
| |
| N = Upset nozzle loads l D = OBE seismic T = Shaft torque S = Static weight 9
| |
| l
| |
| | |
| BOP-3 TAG ll-1302-P4001 Allowable Source of Identification Location Loads Total Defl. Deft. Allow. Defl.
| |
| See Operability Analysis 1
| |
| . 6. Model type: For operability
| |
| [ ] ID; DG 2D; [ ] 3D
| |
| ; [X] finite element: (kinds of elements used) Beam
| |
| ( ) other: (specify)
| |
| : 7. Support & Boundary conditions in the model:
| |
| Sprinos at shaft bearina and close clearance locations. Fixed at base of pedestal .
| |
| : 8. Computer codes used: I-R In-House computer proaram EAS 3-4, 1
| |
| ; EAS 3-5. EAS 2-18 Method of verification: Note 1 on pace 8
| |
| : 9. Damping: OBE: N/A ; SSE: N/A ; Basis: Static Analysis I
| |
| i 10. Fatigue & aging consideration: [X] yes [ ] no l Bearing life
| |
| : 11. Responses:
| |
| l
| |
| : a. Method of combination: [X] ABS - seismic & nozzle
| |
| [X] SRSS - seismic [ ] algebraic,
| |
| [ ] other, specify:
| |
| i i
| |
| 10
| |
| | |
| 7 BOP-3 TAG 81-1302-P4001
| |
| : b. For critical elements:
| |
| Total Calculated Allowable Source of Identification Location Loads Stresses Stresses Allowables Shear Stress Shaft at S+H+T S,765 psi 7,500 psi IR Design impeller Criterion Allowable Source of Identification Location Loads Total Deft. Deft. Allow. Deft.
| |
| Shaft Deflection Coupling N+S+D+T+H .00247 in. .052 in. FAST's Coupling Application Guide, Bulletin 40008 S = Static weight H = Hydraulic operating loads internal to pump T = Shaft torque D = SSE seismic N = Nozzle loads 11
| |
| | |
| BOP-3 TAG 51-1302-P4001 VII. SURVEILLANCE AND MAINTENANCE PROGRAM:
| |
| : 1. Qualified life: 41 years with maintenance (based on weakest link or appendage in the equip.)
| |
| : 2. Basis: Failure mode and effects analysis and calculations i
| |
| : 3. Procedure of assuring operability of the equipment under seismic and dynamic condition throughout the plant life:
| |
| Maintenance / Surveillance requirements to maintain equipment in an operable condition are incorporated into the planned maintenance program, controlled by procedures 20015-C and 20009-C.
| |
| 12
| |
| | |
| l bop- 3 TAG ** t - bo2- fMo o i ATTACHMENT 1 PAGE { OF 4 l
| |
| l FREQUENCY (CYCLES PER SECONo) '
| |
| J .2 100 50 25 to S 2 1 l
| |
| i i i1 i i i i oe'sse'ss'saa'ss. pean' a aaso s'e .
| |
| SECHTEL POWER .
| |
| l CORPORATION . . ,, , , , , , , _ _ ,
| |
| * t GEORGIA POWER CORAPANY ALVIN W. VOGTLE NUCLE AA PLANT Z_. . "" ' '
| |
| AUX. FEEDW ATER PUMP HOUSE I
| |
| ~ ' I SAF E SMUT 00W4 EARTM4UAKE
| |
| ~~Z f HORIL ACCEL.RErStSE SPECTRA -
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| l 9
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| BOP- 3 ATTAcHM ENT l TAG # {- 1302 - P4oo l FAGE 7. oF 4-P REQUENCY (CYCLES PER 84C00e01 .2 2 .6 100 to 25 to 5 1 1:
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| CM GEORQlA POWER CORAPANY i 1! ' ' i ALVIN W. VOGTLE NUCLEAA PLANT C.
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| |
| .01 .02 PERICO (84C08eOet I
| |
| i I
| |
| | |
| Bof 3 ATTACHME t4T i TAG ** t-13 02.- P4 001 PAGE 3 oF +
| |
| FREQUEhCY (CYCLES PER SECO#eOI .
| |
| 2 1 .5 .2 100 to 25 10 5 C M . . . l : . . :h.~.'..l"... ,6~"N BECHTEL POWE R
| |
| :"J.k"..sG.N sAsas.. pean, as.Am, o a. s
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| |
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| ALVIN W. VOGTLE NUCLE AR PLANT .
| |
| .. o.. . i ns 5 AUX.FEEDWATER PUMP HOUSE
| |
| .-- j " 8,;
| |
| SAFE SMUT 00WR EARTMOU4KE . . .:CC . . . . .i. .
| |
| , , ,. ,, l*. !
| |
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| |
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| .01 .02 Pt RIOO ISECONOSI
| |
| | |
| 80P-3 TAC 51-1302-P4001 i
| |
| ATTACHMENT 2 Page 1 of 1 4
| |
| LABORATORY MOUNTING The bedplate was grouted to an 8 to 10 inch thick reinforced concrete floor in one of the,Ingersoll-Rand buildings.
| |
| The unit was installed in a manner similar to that anticipated for the field installation.
| |
| Eight 3/4'' dia. foundation bolts were grouted into the floor in the same positions which the field foundation bolting will occupy. Then the bedplate was filled with grout to the top plate surface, and the bolts were tightened.
| |
| No grout was installed in the turbine pedestal above the top plate level.
| |
| EQUIVALENCY JUSTIFICATION Field installation is 12 bolts from the bedplate to the concrete floor.
| |
| Resonant test installation is 8 bolts from the bedplate to concrete. Resonant i test indicates that thero is no resonant frequency lower than 33 Hz. Addition of 4 more bolts to the bedplate will not lower the frequency. Therefore,
| |
| ; laboratory mounting is adequate for resonance testing, i
| |
| 4 i
| |
| l
| |
| | |
| BOP-4 TAC #1-1511-E7001 SEISMIC AND DYNAMIC QUALIFICATION
| |
| | |
| ==SUMMARY==
| |
| OF EQUIPMENT To be completed to stand on its own (do not refer to any document All questions are to be answered (if not applicable; mark 'N/A') )
| |
| I. PLANT NAME: Vortle Electric Generatina Plant
| |
| : 1. Utility: Georris Power Connany
| |
| : 2. Location: Burke County. Georgia Southern Section
| |
| : 3. Type: PWR
| |
| : 4. Capacity (MWe Net): 1110
| |
| : 5. Containment Type: Prestressed Concrete
| |
| : 6. Cooling Source: Coolina Tower
| |
| : 7. NRC Docket No.: 50-424/50-425
| |
| : 8. CP Docket Date: February 13. 1973
| |
| : 9. NSSS Vendor: Westinghouse
| |
| : 10. A/E: Bechtel Power Corporation II. COMPONENT NAME: Containment Building Normal Air Coolinz Rack
| |
| : 1. Scope: [ ] NSSS [X] BOP
| |
| : 2. Vendor: CVI Corporation
| |
| : 3. Vendor Model No. CVI Dws. #B793-0003
| |
| : 4. Manufacturer: CVI Corporation
| |
| : 5. Manufacturer Model No.: CVI Dwn. #B793-0003
| |
| : 6. Purchase Spec. No.: X4AJ16
| |
| ! 7. Total No. in Safety Systems: One l 8. Location (Choose the worst one with respect to seismic)
| |
| : a. Building: Containment
| |
| : b. Elevation and Area: 206 ft.. B
| |
| : c. Environment: [X] Harsh [ ] Mild l
| |
| l l
| |
| 1
| |
| - -~ w ---~,-r-, ,,-,,+,,-n,___,_._,__.,.,n - -
| |
| | |
| _ -. .- . . = _ . .
| |
| BOP-4 TAG #1-1511-E7001
| |
| : 9. Field Mounting:
| |
| : a. [ ] Floor [ ] Wall [ ] Pipe [ ] Panel
| |
| [X] Other (describe) On Support Frame
| |
| : b. [X] Bolted; description: (201-3/4" Dia. A325-F (no. size, grade, etc.)
| |
| [ ] Welded; description:
| |
| (Sise, length, electrode type, etc.)
| |
| [ ] Other; description:
| |
| : c. Mounting restriction from the manuf acturer, if any:
| |
| (horisontalvertical,etc.) None
| |
| : 10. Functional Description of the Equipment:
| |
| : s. System in which located: CTB Cavity Coolinz System (for item 8 in II, above)
| |
| : b. Type: [ ] Active [X] Passive
| |
| : e. Equipment required for: [ ] Hot Standby [ ] Cold shutdown
| |
| ! 0G Both [ ] Neither
| |
| : d. Intended safety function: To prevent the reactor cavity primary shield concrete and the nuclear instrumentation system from exceeding their maximum temperature limits.
| |
| : e. Direct consequences of its failure (brief description of the effect on the system): Loss of containment cooling could lead to high temperatures and overoressurisation.
| |
| . f. Redundancies, if any: There are 2 coolers per unit III. EQUIPMENT QUALIFICATION MSTHOD:
| |
| [ ] Test [X] Analysis
| |
| [ ] Combination of test & analysis [ ] Other (describe)
| |
| ! 2 i
| |
| | |
| BOP-4 TAG #1-1511-E7001 IV. LOADS AND LOAD COMBINATIONS:
| |
| : 1. Loads
| |
| : a. [X] Seismic
| |
| : b. [ ] Hydrodynamic
| |
| : c. [ ] Flow induced vib.
| |
| : d. [ ] Normal operation vib.
| |
| : e. [ ] Other dynamic loads: (specify)
| |
| : 2. Combination technique: N/A
| |
| : 3. Required acceleration in each direction: See Attachment 1
| |
| : m. [X] ZPA [ ] Other; specify:
| |
| : b. OBE: s/s 0.23 m ; f/b: 0.23 m ; v: 0.32 m SSE: s/s 0.32 m ; f/b: 0.32 m ; v: 0.48 a 3
| |
| | |
| BOP-4 TAG #1-1511-E7001 Y. QUALIFICATION BY TEST (COMPLETE THIS SECTION FOR EACH REPORT INCLUDING PARTIAL TEST): N/A
| |
| : 1. Test report: (Company)
| |
| : a.
| |
| | |
| ==Title:==
| |
| a no.: ; revision: ; date:
| |
| , b. Reviewed by:
| |
| : 2. Qualification report: (Company) i I
| |
| : s.
| |
| | |
| ==Title:==
| |
| i no.: ; revision: ; date:
| |
| i 4 b. Reviewed by:
| |
| : 3. Laboratory mounting:
| |
| : a. Describe (from shaker table to the equipment; include orientation, bolt (sise, no. , gr. , etc.), weld (type, sise,
| |
| ! length, electrode type, etc.)):
| |
| 1 i
| |
| : b. If different from field mounting include equivalency justification:
| |
| I l
| |
| l l
| |
| l 4
| |
| l
| |
| | |
| BOP-4 TAC #1-1511-E7001
| |
| : 4. Resonance search: [ ] yes [ ] no
| |
| : a. Technique:
| |
| : b. Excitation magnitude & frequency interval (or sweep rate):
| |
| : c. Resonances found: (up to: )
| |
| ; s/s: ; f/b ; V:
| |
| : 5. Test description: .
| |
| : a. Input:
| |
| (a) [ ] single axis; [ ] biaxial; [ ] pseudo biaxial;
| |
| [ ] tri-axial [ ] randon; [ ] sine best;
| |
| [ ] other:
| |
| [ ] phase coherent; [ ] phase incoherent (b) Frequency range:
| |
| (c) Input level (g-level & frequency) l OBE: s/s ;f/b: ; v:
| |
| SSE: s/s ; f/b: ; v:
| |
| (d) Number of tests performed: OBE: ; SSE: ;
| |
| other:
| |
| 2 (e) Sequential test, including fatigue & vibration aging conducted: [ ] yes [ ] no Justification, if not performed:
| |
| : b. Output:
| |
| (a) TRS generated: [ ] yes [ ] no (b) Percent damping in TRS generation:
| |
| I (c) Percent damping used in RRS:
| |
| 5
| |
| | |
| BOP-4 TAG #1-1511-E7001 (d) Margin included in RRS:
| |
| [ ] by test lab. [ ] by others: (specify)
| |
| (e) Attach sets of TRS and RRS ccuparison plots (if not provided, explain:
| |
| : c. Results:
| |
| (a) Basis of qualification:
| |
| [ ] structural integrity verified; [ ] operability verified (b) Failures detected during qualification tests:
| |
| (c) Anomalies (with disposition) if any:
| |
| (d) Modifications ande (in the equipment or mounting) during the qualification phase; describe, if any: ,
| |
| (e) How (modifications) implemented in the field:
| |
| t (f) Other test performed (such as fragility test; include results) i 6
| |
| - . - - , . - . , - ~ - - - - , , , - , . . _ _ - _ _ , . - , , , - - - , . . - . . - , , . - , , - -, _ _ . _ - . - - , . - , . , . _ - . . , , . . - . . . . - , , . , , . . - . - - - - - - - - - . . . , . _ - , - - - - . - - - . - - , , _ .
| |
| | |
| l BOP-4 TAG #1-1511-E7001 l
| |
| VI. QUALIFICATION BY ANALYSIS (COMPLETE THIS SECTION FOR EACH REPORT
| |
| : 1. Analysis Report: (Company)Karrosian & Case Structrual Engineers i
| |
| : s.
| |
| | |
| ==Title:==
| |
| Seismic Qualification Report (Containment Cooling Rack CVI Dwz. #B793-0003. Revision El no.: B793-0003 ; revision: 5 ; date: 9/28/83
| |
| : b. Reviewed by: Bechtel Power Corporation
| |
| : 2. Qualification Report: (Company) CVI Incorporated
| |
| : a.
| |
| | |
| ==Title:==
| |
| Seismic Qualification Report (Containment Cooling i
| |
| Rack B793-0003. BPC Los #AX4AJ16-17) i no.: B793-9918 ; revision: A ; date: 9/8/82
| |
| : 3. Failure Modes: None
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| ! 4. Method of Analysis:
| |
| [ ] static [ ] static coefficient (X] dynamic
| |
| ( ) time history [ ] response spectrua
| |
| : 5. Natural frequencies (up to cut off frequency of: 33 Hz ):
| |
| s/s: 7.46 Hz ; f/b: 4.93 Hs ; v: 11.25 Hz
| |
| : 8. Model type:
| |
| [ ] 1D; [ ] 2D; [X] 3D
| |
| [X] finite element: (kinds of elements used) Beam members and plate membrane elements
| |
| [ ] other: (specify)
| |
| : 7. Support & Boundary conditions in the model:
| |
| i Fixed in six directions at each node representing anchor bolts.
| |
| : 8. Computer codes used: SAP V 1
| |
| Method of verification: SAP V is a public domain program
| |
| : 9. Damping: OBE: 2% ; SSE: 3% ; Basis: Res. Guide 1.61 7
| |
| , . ..--...,..-c.-,,-- . . - . - - . . - - . - - - . - . - . - - - - . - - . . _ _ . - , _ . . - - - . . - ,
| |
| | |
| BOP-4 TAG #1-1511-E7001
| |
| : 10. Fatigue & mains consideration: [X] yes [ ] no
| |
| : 11. Responses:
| |
| : a. Method of combination: ?C' ABS; [ ] SRSS;
| |
| [ ] algebraic, other, specify:
| |
| : b. For critical elements:
| |
| Total Calculated Allowable Source of Identification Location Loads Stresses Stresses Allowables (1) Beam #34 coil - DL+0P+0BE 7,815 psi 18,000 psi ASME rack member Sect. III (2) 5/8' p dia. -
| |
| DL+SSE Shear: ASME conn. bolt 1,730 psi 13,300 psi Sect. III between 4' ( Tension:
| |
| dia. pipe flange 25,000 psi 26,600 psi and nossle support Allowable Source of Identification Location Loads Total Defl. Defl. Allow. Defl..
| |
| N/A DL = Dead Load OP = Operating Pressure 8
| |
| | |
| BOP-4 TAG #1-1511-E7001 1
| |
| VII. SURVEILLANCE AND MAINTENANCE PROGRAM:
| |
| : 1. Qualified life: N/A (based on weakest link or appendage in the equip.
| |
| : 2. Basis: N3. Non-metallic parts
| |
| : 3. Procedure of assuring operability of the equipment under seismic and dynamic condition throughout the plant life:
| |
| Maintenance / Surveillance requirements to maintain equipment in an operable condition are incorporated into the planned maintenance program, controlled by procedures 20015-C and 20009-C.
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| BOP-5 TAC 51-1202-U4155 SEISMIC AND DYNAMIC QUALIFICATION
| |
| | |
| ==SUMMARY==
| |
| OF EQUIPMENT To be completed to stand on its own (do not refer to any document)
| |
| All questions are to be answered (if not applicable; mark "N/A")
| |
| I. PLANT NAME: Vogtle Electric Generatina Plant
| |
| : 1. Utility: Georgia Power Company
| |
| : 2. Location: Burke County, Georgia Southern Section
| |
| : 3. Type: PWR
| |
| : 4. Capacity (MWe Net): 1110
| |
| : 5. Containment Type: Prestressed Concrete
| |
| : 6. Cooling Source: Coolina Tower
| |
| : 7. NRC Docket No.: 50-424/50-425
| |
| : 8. CP Docket Date: February 13, 1973
| |
| : 9. NSSS Vendor: Westinghouse
| |
| : 10. A/E: Bechtel Power Corporation II. COMPONENT NAME: Nuclear Service 1" Y-Check Valve
| |
| : 1. Scope: [ ] NSSS [X] BOP
| |
| : 2. Vendor: Kerotest Mfg. Corporation
| |
| : 3. Vendor Model No.: 30508 (Valve Mark No. 616'
| |
| : 4. Manufacturer: Kerotest Mfa. Corporation
| |
| : 5. Manufacturer Model No.: 30508 (Valve Mark No. 616)
| |
| : 6. Purchase Spec. No.: X4AR23
| |
| : 7. Total No. in Safety Systems: 8
| |
| : 8. Location (Choose the worst one with respect to seismic)
| |
| : a. Building: NSCW Tower
| |
| : b. Elevation and Area: 212 f t 6 in. , NSCW Piping Tunnels (IT2A)
| |
| : c. Environment: [ ] Harsh [X] Mild 1
| |
| | |
| BOP-5 TAG 51-1202-U4155
| |
| : 9. Field Mounting:
| |
| : a. [ ] Floor [ ] Wall [X] Pipe [ ] Panel
| |
| [ ] Other (describe):
| |
| : b. [ ] Bolted; description: (No. size, grade, etc.)
| |
| [X] Welded; description: (Size, length, electrode type, etc.)
| |
| Socket weld
| |
| [ ] Other; description:
| |
| : c. Mounting restriction from the manufacturer, if any:
| |
| (horizontal, vertical, etc.) None
| |
| : 10. Functional Description of the Equipment:
| |
| : a. System in which located: (for item 8 in II, above)
| |
| _1202-NSCW System
| |
| : b. Type: [ ] Active [X] Passive
| |
| : c. Equipment required for: [ ] Hot Standby [ ] Cold shutdown
| |
| [X] Eoth [ ] Neither
| |
| : d. Intended safety function: To prevent reversal of the flow in the pipe line
| |
| : e. Direct consequences of its failure (brief description of the effect on the system): The flow may be reversed if pressure drops
| |
| : f. Redundancies, if any: None III. EQUIPMENT QUALIFICATION METHOD:
| |
| [ ] Test [X] Analysis
| |
| [ ] Combination of test & analysis [ ] Other (describe):
| |
| 2
| |
| | |
| BOP-5 TAG 51-1202-U4155 IV. LOADS AND LOAD COMBINATIONS:
| |
| 1.
| |
| Loads
| |
| : a. [X] Seismic
| |
| : b. [ ] Hydrodynamic
| |
| : c. [ ] Flow induced vib.
| |
| : d. [ ] Normal operation vib.
| |
| : e. [ ] Other dynamic loads: (specify)
| |
| : 2. Combination technique: N/A
| |
| : 3. Required acceleration in each direction:
| |
| : a. [ ] ZPA [X] Other; specify: RIM (see Attachment 1)
| |
| : b. OBE: s/s: 3.15 a ; f/b: 3.15 a ; v: 3.15 a SSE: s/s: 4.5 a ; f/b: 4.5 a ; v: 4.5 a 3
| |
| | |
| BOP-5 TAG 41-1202-U4155 V. QUALIFICATION BY TEST (COMPLETE THIS SECTION FOR EACH REPORT INCLUDING PARTIAL TEST): N/A _
| |
| : 1. Test report: (Company)
| |
| : a.
| |
| | |
| ==Title:==
| |
| No.: ; revision: ; date:
| |
| : b. Reviewed by: Bechtel Power Corporation
| |
| : 2. Qualification report: (Company)
| |
| : a.
| |
| | |
| ==Title:==
| |
| No.: ; revision. ; date:
| |
| : b. Reviewed by: Bechtel Power Corooration
| |
| : 3. Laboratory mounting:
| |
| : a. Describe [from shaker table to the equipment; include orientation, bolt (size, No., gr., etc.), weld (type, size, length, electrode type, etc.)]:
| |
| l
| |
| : b. If different from field mounting include equivalency j justification:
| |
| 4
| |
| | |
| BOP-5 TAG 51-1202-U4155
| |
| : 4. Resonance search: [ ] yes [ ] no
| |
| : a. Technique:
| |
| : b. Excitation magnitude & frequency interval (or sweep rate):
| |
| : c. Resonances found: (up to: )
| |
| s/s: ; f/b: ; v:
| |
| : 5. Test description:
| |
| : a. ' Input:
| |
| (a) [ ] single axis; [ ] biaxial; [ ] pseudo biaxial;
| |
| [ ] tri-axial [ ] random; [ ] sine beat;
| |
| [ ] other:
| |
| : [ ] phase coherent; [ ] phase incoherent (b) Frequency range:
| |
| (c) Input level (g-level & frequency)
| |
| OBE: s/s: ; f/b: ; v:
| |
| SSE: s/s: ; f/b: ; v:
| |
| (d) Number of tests performed: OBE: ; SSE: ;
| |
| other:
| |
| (e) Sequential test, including fatigue & vibration aging conducted: [ ] yes [ ] no Justification, if not performed:
| |
| : b. Output:
| |
| (a) TRS generated: [ ] yes [ ] no (b) Percent damping in TRS generation:
| |
| (c) Percent damping used in RRS:
| |
| )
| |
| 5
| |
| | |
| BOP-5 TAC 51-1202-U4155 (d) Margin included in RRS:
| |
| [ ] by test lab. [ ] by others: (specify)-
| |
| (e) Attach sets of TRS and RRS comparison plots (if not provided, explain:
| |
| : c. Results:
| |
| (a) Basis of qualification:
| |
| [ ] structural integrity verified; [ ] operability verified (b) Failures detected during qualification tests:
| |
| (c) Anomalies (with disposition) if any:
| |
| (d) Modifications made (in the equipment or mounting) during the qualification phase; describe, if any:
| |
| (e) How (modifications) implemented in the field:
| |
| (f) Other test performed (such as fragility test; include resul ts) :
| |
| 6
| |
| | |
| BOP-5 .
| |
| TAG fi-1202-U4155 VI. QUALIFICATION BY ANALYSIS (COMPLETE THIS SECTION FOR EACH REPORT)
| |
| : 1. Analysis Report: (Company) Kerotest Mfa. Corporation
| |
| : a.
| |
| | |
| ==Title:==
| |
| Seismic Analysis Report
| |
| . No.: KSAR-02184-C; revision: 1 ; date: 2-13-85
| |
| : b. Reviewed by: Bechtel Power Corporation
| |
| : 2. Qualification Report: (Company) Same as above
| |
| : a.
| |
| | |
| ==Title:==
| |
| No.: ; revision: ; date:
| |
| : 3. Failure Modes: Failure to hold its pressure and maintain its integrity
| |
| : 4. Method of Analysis:
| |
| [X] static [ ] static coefficient [ ] dynamic
| |
| [ ] time history [ ] response spectrum
| |
| : 5. Natural frequencies (up to cut off frequency of: N/A ):
| |
| s/s: >33 Hz ; f/b: >33 Hz ; v: >33 Hz
| |
| : 6. Mcdel type:
| |
| 1
| |
| [ ] 1D; [ ] 2D; [ ] 3D
| |
| [ ] finite element: (kinds of elements used)
| |
| [X] other- (specify) Closed form solution
| |
| : 7. Support & Boundary conditions in the model:
| |
| Beam with both ends fixed
| |
| : 8. Computer codes used: N/A Method of verification: N/A
| |
| '1
| |
| )
| |
| 7
| |
| | |
| BOP-5 TAC 51-1202-U4155
| |
| : 9. Damping: OBE: N/A ; SSE: N/A ; Basis: RIM levels used
| |
| : 10. Fatigue & aging consideration: [X] yes [ ] no
| |
| : 11. Responses:
| |
| : a. Method of combination: [X] ABS; [ ] SRSS;
| |
| [ ] algebraic, [ ] other, specify:
| |
| : b. For critical elements:
| |
| Total Calculated Allowable Source of Identification Location Loads Stresses Stresses Allowables Valve Body Valve Pressure 18,227 psi 25,050 psi ASME End + Section III Seismice Valve Body Valve Pressure 18,951 psi 25,050 psi ASME Neck + Section III Seismice
| |
| * Seismic G level of 10 g is used in the analysis.
| |
| Allowable Source of Identification Location Loads Total Deft. Defl. Allow. Defl.
| |
| N/A
| |
| 't 8
| |
| | |
| BOP-5 TAG #1-1202-U4155 VII. SURVEILLANCE AND MAINTENANCE PROGRAM:
| |
| 1.
| |
| Qualified life: 41 years (based on weakest link or appendage in the equip.)
| |
| : 2. Basis: Steel valve
| |
| : 3. Procedure of assuring operability of the equipment under seismic and dynamic condition throughout the plant life:
| |
| Maintenance / Surveillance reautrements to maintain eauipment in an operable condition are incorporated into the planned maintenance procram. controlled by orocedures 20015-C and 20009-C.
| |
| i 9
| |
| | |
| ArtMMMer!T - $.
| |
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| : e. M W P k 8 NI ESNOdt1M N04YW313327
| |
| | |
| BOP-6 TAG IA-62-12482 SEISMIC AND DYNAMIC QUALIFICATION
| |
| | |
| ==SUMMARY==
| |
| OF EQUIPMENT To be completed to stand on its own (do not refer to any document)
| |
| All questions are to be answered (if not applicable; mark "N/A")
| |
| I. PLANT NAME: Voatie Electric Generatina Plar.t
| |
| : 1. Utility: Georais Power Company
| |
| : 2. Location: Burke County, Georaia Southern Section
| |
| : 3. Type: PWR
| |
| : 4. Capacity (MWe Net): 1110
| |
| : 5. Containment Type: Prestressed Concrete
| |
| : 6. Cooling Source: Coolina Tower
| |
| : 7. NRC Docket No.: 50-424/50-425 l
| |
| : 8. CP Docket Date: February 13, 1973
| |
| : 9. NSSS Vendor: Westinahouse
| |
| : 10. A/E: Bechtel Power Corporation II. COMPONENT NAME: Time Delay Relay
| |
| : 1. Scope: [ ] NSSS [X] BOP
| |
| : 2. Vendor: Johnson Controls, Inc.
| |
| : 3. Vendor Model No.: E7022PD002
| |
| : 4. Manufacturer: AMERACE Corporation (ACASTAT)
| |
| : 5. Manufacturer Model No.: E7022PD002 i 6. Purchase Spec. No.: X4AJ20 l
| |
| l 7. Total No. in Safety Systems: 12 ;
| |
| l
| |
| +8. Location (Choose the worst one with respect to seismic)
| |
| : a. Building: Control Buildina !
| |
| I
| |
| : b. Elevation and Area: 220 ft.. A l
| |
| : c. Environment: [ ] Harsh [X] Mild
| |
| *The AGASTAT relay is mounted within a HVAC panel (TAG (1-1500-V7-002-CBB) located in control building, elevation 220 ft.
| |
| l l
| |
| 1
| |
| | |
| BOP-6 TAG #A-62-12482
| |
| : 9. Field Mounting:
| |
| : a. [ ] Floor [ ] Wal l [ ] Pipe
| |
| [X] Panel.
| |
| [ ] Other (describe):
| |
| : b. [X] Bolted; description: (No. size, grade, etc.)
| |
| Vendor's supplied connection 4 bolts approx. 3/16"
| |
| [ ] Welded; description: (Size, length, electrode type, etc.)
| |
| -[ ] Other; description:
| |
| : c. Mounting restriction from the manufacturer, if any:
| |
| (horizontal, vertical, etc.) Vertical mountina only
| |
| : 10. Functional Description of the Equipment:
| |
| : a. System in which located: (for ite.m 8 in II, above)
| |
| ESF and non ESF HVAC system
| |
| : b. Type: [X] Active [ ] Passive
| |
| : c. Equipment required for: [ ] Hot Standby [ ] Cold shutdown
| |
| [X] Both [-] Neither i
| |
| : d. Intended safety function: Control room and ESF switchaear
| |
| _ room coolina
| |
| : e. Direct consequences of its failure (brief description of the effect on the system): Overheatina of devices necessary to control shutdown
| |
| : f. Redundancies, if any: 100% redundancy available III. EQUIPMENT QUALIFICATION METHOD: Quaiification is by simiIarity to generically tested relays
| |
| [X] Test [ ] Analysis
| |
| [ ] Combination of test & analysis [ ] Other (describe):
| |
| *The AGASTAT Relay, Tag {A-62-12482, is mounted inside the panel, Tag {1-1500-V7-002-CBB.
| |
| 2
| |
| | |
| 1 BOP-6 TAC IA-62-12482 IV. LOADS AND LOAD COMBINATIONS:
| |
| ~
| |
| : 1. Loads
| |
| : a. [X] Seismic l
| |
| : b. [ ] Hydrodynamic
| |
| : c. [ ] Flow induced vib.
| |
| : d. [ ] Normal operation vib.
| |
| : e. [ ] Other dynamic loads: (specify)
| |
| : 2. Combination technique: N/A i e3. Required acceleration in each direction: See Attach. 1
| |
| : a. [X] ZPA [ ] Other; specify:
| |
| : b. OBE: s/s: 0.26 ; f/b: 0.26 ; v: 0.25 SSE: s/s: 0.38 ; f/b: 0.38 ; v: 0.42
| |
| *The ACASTAT relay is mounted within the rigid (in > 33 Hz) HVAC panel (TAG ll-1500-V7-002-CBB), located in control building, elevation 220 f t.
| |
| 0 t
| |
| b 3
| |
| | |
| + . 80P-6 TAG IA-62-12482 V. QUALIFICATION BY TEST (COMPLETE THIS SECTION FOR EACH REPORT INCLUDING PARTIAL TEST): _
| |
| : 1. Test report: (Company) Wyle Laboratories
| |
| : a.
| |
| | |
| ==Title:==
| |
| Qualification test report for thirty-eight (38)
| |
| - AGASTAT relays series Nos. 7000, GP, ML and TR.
| |
| No.: 43706-2 ; revision: B ; date: August 23, 1978
| |
| : b. Reviewed by: Bechtel Power Corporation
| |
| : 2. Qualification report: (Company) Control Products Division
| |
| : s.
| |
| | |
| ==Title:==
| |
| Nuclear Environmental Qualification Test Report on AGASTAT E7000 series timina relays by AMERACE Corp.
| |
| No.: ES-1000 ; revision: A ; date: 4-14-80
| |
| : b. Reviewed by: Bechtel Power Corporation
| |
| : 3. Laboratory mounting:
| |
| : a. Describe [from shaker table to the equipment; include orientation, bolt (size, No., gr., etc.), weld (type, size, length, electrode type, etc.)]: See Attachment 2 l
| |
| l l
| |
| l l
| |
| , \
| |
| : b. If different from field mounting include equivalency justification: N/A J
| |
| 4
| |
| | |
| BOP-6 TAC #A-62-12482
| |
| : 4. Resonance search: [ ] yes [X] no
| |
| : a. Technique:
| |
| : b. Excitation magnitude & frequency interval (or sweep rate):
| |
| : c. Resonances found: (up to: )
| |
| s/s: ;f/b: ; v:
| |
| : 5. Test description:
| |
| : a. ' Input:
| |
| (a) [ ] single axis; [ ] biaxial; [X] pseudo biaxial;
| |
| [ ] tri-axial [X] random; [ ] sine beat;
| |
| [ ] other:
| |
| [X] phase coherent; [ ] phase incoherent (b) Frequency range: 1-40 Hz (c) Input level (g-level & frequency): See Attachment 3 OBE: s/s: -
| |
| ; f/b: -
| |
| ; v: -
| |
| * SSE: s/s: 3.0 ; f/b: 3.0 ; v: 3.0 (d) Number of tests performed: OBE: 5 ; SSE: 1 ;
| |
| other:
| |
| (e) Sequential test, including fatigue & vibration aging conducted: [X] yes [ ] no Justification, if not performed:
| |
| j b. Output:
| |
| (a) TRS generated: [X] yes [ ] no
| |
| ( (b) Percent damping in TRS generation: 5%
| |
| (c) Percent damping used in RRS: 5%
| |
| i
| |
| * Minimum FRAGILITY level ZPA.
| |
| l 5
| |
| | |
| BOP-6 TAG 4A-62-12482 l
| |
| (d) Margin included in RRS: None. See Attachment 3
| |
| [ ] by test lab. [ ] by others: (specify)-
| |
| (e) Attach sets of TRS and RRS comparison plots (if not provided, explain: See Attachment 3
| |
| : c. Results:
| |
| (a) Basis of qualification:
| |
| . [X] structural integrity verified; [X] operability verified l
| |
| (b) Failures detected during qualification tests: None (c) Anomalies (with disposition) if any: See Attachment 4 (d) Modifications made (in the equipment or mounting) during the qualification phase; describe, if any:
| |
| None (e) How (modifications) implemented in the field: N/A
| |
| ~
| |
| (f) Other test performed (such as fragility test; include resul ts) : None 4
| |
| i 6
| |
| | |
| BOP-6 TAG #A-62-12482 VI. QUALIFICATION BY ANALYSIS (COMPLETE THIS SECTION FOR EACH REPORT): N/A
| |
| : 1. Analysis Report: (Company)
| |
| : a.
| |
| | |
| ==Title:==
| |
| No.: ; revision: ; date:
| |
| : b. Reviewed by: Bechtel Power Corporation
| |
| : 2. Qualification Report: (Company)
| |
| : a.
| |
| | |
| ==Title:==
| |
| No.: ; revision: ; date:
| |
| : 3. Failure Modes:
| |
| I
| |
| : 4. Method of Analysis:
| |
| [ ] static [ ] static coefficient [ ] dynamic
| |
| [ ] time history [ ] response spectrum
| |
| : 5. Natural frequencies (up to cut off frequency of: ):
| |
| s/s: ; f/b: ; v:
| |
| : 6. Model type:
| |
| [ ] ID; [ ] 2D; [ ] 3D
| |
| [ ] finite element: (kinds of elements used)
| |
| [ ] otheri (specify)
| |
| : 7. Support & Boundary conditions in the model:
| |
| : 8. Computer codes used:
| |
| Method of verification:
| |
| i l
| |
| i 7
| |
| | |
| BOP-6 TAC 5A-62-12482
| |
| : 9. Damping: OBE: ; SSE: ; Basis:
| |
| : 10. Fatigue & aging consideration: [ ] yes [ ] no l
| |
| : 11. Responses:
| |
| . a. Method of combination: [ ] ABS; [ ] SRSS;
| |
| [ ] algebraic, [ ] other, specify:
| |
| I
| |
| : b. For critical elements:
| |
| Total Calculated Allowable Source of Identification Location Loads Stresses Stresses Allowables Allowable Source of Identification Location Loads Total Deft. Defl. Allow. Defl.
| |
| l .
| |
| l 8
| |
| | |
| 80P-6 TAG IA-62-12482 VII. SURVEILLANCE AND MAINTENANCE PROGRAM:
| |
| : 1. Qualified life: 7.1 years (basea on weakest link or appendage in the equip.)
| |
| : 2. Basis: Thermal saina
| |
| : 3. Procedure of assuring operability of the equipment under seismic and dynamic condition throughout the plant life:
| |
| Maintenance / Surveillance requirements to maintain eculpment in an operable condition are incorporated into the planned maintenance program, controlled by procedures 20015-C and 20009-C.
| |
| (
| |
| l l
| |
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| |
| | |
| BOP-6 TAC #A-62-12482 ATTACHMENT 2 PAGE 1 0F 4 Laboratory Mountina The seismic simulator was inclined at a 45-degree angle to the floor, as shown on page 2.
| |
| The relays were bolted to a Wyle-furnished mounting fixture using SAE Crade 8 cap head screws.
| |
| The fixture was mounted, in turn, to a 45-degree angle fixture such that the base of the fixture was parallel to the floor.
| |
| The seismic test was performed in four different orientations.
| |
| I 1
| |
| i i
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| e 4
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| . .- Page Xill- 19 Report 43706-2 p g e e tA E W - 7_
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| PHOTOGRAPH NO. 1 TYPICAL MOUNTING OF THE SPECIMENS ON THE VYLE SEISMIC SIMULATOR IN THE SIDE-T0-SIDE / VERTICAL PLUS TEST ORIENTATION N
| |
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| PHOTOGRAPH NO. 2 SPECIMENS MOUNTED ON THE WYLE SEISMIC SIMULATOR FOR TESTING IN THE $1DE-TO-SIDE / VERTICAL PLUS
| |
| . TEST ORIENTATION FOR TEST SERIES I
| |
| ;g y A J ?.0 - N B S e .
| |
| y e an
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| , . . . v8-6 .. e
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| | |
| ArTAcWCNT 'S i Tact i oV5 I
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| s puu, scALs sHocx spacTauM to peau MODELS TESTED: , j o
| |
| E7022AC001 1A O 10 Q 10033 E7022PC001 100 R MY l let_ .
| |
| I e
| |
| The ERS shape (at 5 percent damp. '
| |
| hg). ls denned by four ponta:
| |
| e t Z -.-_! _. w9. - _- . -=. = _-,2.' ~ -
| |
| . point A = 1.0 Ma and an acceleration equal to ,
| |
| * 15 percent of the ZPA ,
| |
| 1
| |
| , - ~ '~ E- -~~f ~~ E pointD = 4.0 Hs and 250 percent of the ZPA ,
| |
| l point I = 16.0 Hz and 250 percent of the IPA I e point G = 33.0 Ha and a level equal to the , 1
| |
| - - - - - _ ~_ ig : r gpA.
| |
| - + - .,
| |
| . _ . _ __~.
| |
| e i
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| [ T !) I I ) I I I iil 18-- ' ' '
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| 8 - - -
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| t i .
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| s ' / __ i .-
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| __'s_ .
| |
| FRaOnLITY ? '
| |
| _ _.; _ ; _=;,__._, , _ ._x_
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| E
| |
| _,_,f,___ . _ _ _ ,
| |
| . 3 25- t. E V E L .
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| e
| |
| - j" :-- :Ei ~~g~ Q -_ f:_=- . .==: =i==2 y l s 's- ~ -'
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| rggr, sie 6031814 'C e N' -~
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| m---
| |
| e a -_a. staNOam0_mLS*CNSE g g g..g=1 ~7 9 =3--~'2 5 6.25 spref auw swarc I 1
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| 4 = c ._; _-. ,- _.e s s - - = = ._ _.,_l_.._____
| |
| t
| |
| --; AaTIFICI AL J 8
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| ?--
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| |
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| |
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| .)
| |
| m_( =-
| |
| * ==_-gi _ciTEi ii.ss==?_. +-f g;- ___. .r.gtigg F=-g 5% S.S.E.
| |
| _ _. c ,-.
| |
| - = _ _. = . r w_t =-
| |
| h[
| |
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| |
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| +-
| |
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| - - =. :._ ._, r-u _ - = c=_ _. - _- .= - - 2c.. ua . . ._
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| |
| i e e . . . e e e ie e e . . . . . . e e e e e e e e ie 1 10 - 100 1000
| |
| . Frequency (Hz) gpg.augu 2 & 4 (E7022 SERIES) RELAY STATE _ NON-OPERATE MODE (DE-ENER) m
| |
| * SEE NOTE (H+v) TUT IquPe m(103.104 ) . f 9'5.99),86,76
| |
| * COMPOSITE OF F8/V ,SS/v ,SS/V.,F8/V+ X.707.DUE TO 45' INCk1 NATION OF TEST MACHINE. ~ '
| |
| A ,'. s i .' . : :9-1 Figure 6, Model E7022, Response Spectrum, Non-Operate Mode m , CONTROL PRODUCTS AMERACE CORPOR ATION TEST REPORT NO. -
| |
| ~
| |
| A<; OlVISION coNMOL PROOUCTS Div!SION ES-1000 -
| |
| umoN. N J. 07083 REV. A SHE E T_4_0,0 F __l,0_!
| |
| | |
| I A TTAC B t%%T -.- 3 i . .
| |
| PAG t. ~1 Of3 g .puu SCALE SMcCX SPECTRUM te Pesu MCOELS TESTIO: :
| |
| . E7022ACOO1 1A O 10 0 100 N 100G3 22 N
| |
| ~
| |
| . .- DAMPING d
| |
| * see
| |
| +
| |
| ~ - ' - The SRS shape (at 5 percent desap.
| |
| lag). Is defined try few poants:
| |
| . _ _ _ . __.._..' Point A = 1.0 Hz and an accelerstlos equal to 1E"__ Z _= t d *=:,= :, ti . ----, _ '' a - 4m
| |
| * 25 percent of the ZFA t
| |
| jZ ,_ L Q i; _ __' f ' _. point D = 4.0 Hz and 250 percent of the ZPA
| |
| = point E = 16.0 Hz and 250 percent of the 7?A U point G = 33.0 Hs and a level equal to the e - - .
| |
| w_ -
| |
| .---_m 1ps.
| |
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| |
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| |
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| |
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| |
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| |
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| |
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| |
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| |
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| |
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| |
| sPCCTRunt SMAPC g -;
| |
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| |
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| |
| /.._.,
| |
| -~-'5% S.S.E. = =i ART I F I :14, E:- 1::"". _ t = . d : - %
| |
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| |
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| |
| 3,E
| |
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| |
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| |
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| |
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| |
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| |
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| |
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| |
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| |
| - 1
| |
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| |
| y*s ~~~_*1 -~__ . ~ q __"- ~a. -
| |
| _t= f_L_ g y j g~ --.--. a
| |
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| |
| . W,. . . - ~ -
| |
| * '~-=
| |
| -_ Z C''*i-GZ =V ~ ~ ~'~=;_._._._, -- M_ :0:_%Fi:-M::Lt=
| |
| _$ _ 7 E- "t=~- 7 _.-i- . _ _ ._ _a ___ ___;.4 -
| |
| _. ...._ g ._
| |
| =_._-..__.m_.._
| |
| 1
| |
| <i
| |
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| |
| i
| |
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| |
| r
| |
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| |
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| |
| i=
| |
| *{
| |
| i l1!!It: 1 i I 'I I 'Ii 3 ; I I i ! I' i i ! t I-I s e . e e e a .. a e . .e e ' e . .. e . .e e e . ..
| |
| l 1
| |
| * 10 100 1000
| |
| ; . Fru mency H z!
| |
| SpecseEN 2 & 4 (E7022 SE8tlES) RELAY STATE: CPERATE MODE (ENERGl2ED)
| |
| * SEE NOTE (H+V)
| |
| * Ams TEST 84UN NO. 312. 309.306. 303
| |
| * COMPOSITE OF FB/v.,SS/v.,SS/v F8/v+ X .707 OUE To 45* INCLINATICN OF TEST MACHINE.
| |
| b _
| |
| AX 4 A J20 -20 8 -1
| |
| , Figure 7. Model E7022, Response Spectrum, Operate Mode m TEST REPORT NO.
| |
| , CONTROL PRODUCTS AMEPACE CORPOR ATION ES-1000 A
| |
| ~ DIVISION CONTROL PRODUCTS OlvlSiON UNICW. N .I. 07083 REve A SHE ET 41 0F 10:-
| |
| | |
| ATTAca t^wT 3
| |
| . . PM t. 3 of.3 l
| |
| . . . _ . . - . . . _ . . . l
| |
| . i g , PUM. SCALE SNOCK SPECTitWM Ig Peshi M00ELS TESTED:
| |
| E7022AC001 e 180 10 0 ,150R 1003:1 , 26 OAMPING 100 E !
| |
| The 3Rs shape (et 5 perommt dassp.
| |
| , , ing). Is defined by four points:
| |
| point A = 1.0 Ha and an neceleraties equal to w :='-] M__ =_' 7 -'=I=_ . . .P M__- 25 percent of the ZPA
| |
| .__ _ _ ,_ _ _ _ _ _ _ _ =: pointD = 4.0 Hs and 250 percent of the ZFA point E = 16.0 Ha and 250 percent of the ZFA e - .__ ..a point G = 33.0 Ma and a level equal to the r_; -
| |
| )
| |
| ZFA.
| |
| r - --.
| |
| I
| |
| - i ; i i !-i-' , '. , , , L-10 _ w '__ . _,[ '
| |
| , x P-r-- : , 9 -4 p_eg:,,a- - .------m== = u.t . ; m_ ;. .- _ ._.ws_
| |
| 7 h -
| |
| s.- x
| |
| .-w-.-..,___,_,
| |
| .2L'hh' ,
| |
| _.2.hjFRIGLITY ]
| |
| LEVEL =
| |
| =-
| |
| : .-x , . = T-r , . _ .
| |
| Yr=-M --~ '~= M I*5 J "I '"25 $
| |
| ~
| |
| - NKG -M 1, ~
| |
| ~
| |
| /- "
| |
| 95T15$ u (n=S) T i'FIC 1[i :555R i m-*
| |
| ( 2 f -
| |
| i._.- -
| |
| - :p --+-,-:
| |
| 7 ..
| |
| nes sw senasts
| |
| ;. /j' f g; ;
| |
| s 5% S.S.E. =j- staneano ats*onst _: ! .
| |
| .L ' e, _7,
| |
| =,
| |
| /
| |
| ./ ' ?.T. VERT.R.R.S. _ SFtcT"uw swur- --. .- , ..
| |
| , -.=---:
| |
| n~ . -
| |
| a s -
| |
| E , r , 1 . ,
| |
| * i-x> = =- a - - - ~ v . w__- .- -_p-- - -._55;.p3 53 - _ y=y. , = .c= 3
| |
| _--__,5--
| |
| . :j_ n = 2 _ E-,=,;._,;f c - 5% S.S.E.
| |
| - A
| |
| *?* HORIZ.R.R''T D=.--J2--
| |
| _ j:
| |
| .----e - 2._a _,- +. : __
| |
| _bC N:E'?Si -- --
| |
| ~ 'u=_0 = --.--= *= =Z ='.&jL___.-_1'M E: W-MjaEsif"'
| |
| _g= . _ . _ - ,
| |
| ;= . . . - . _ _-
| |
| I =.mo ; ===
| |
| . , , W-+-- % _ _ _ , , , _ 4-- j- - 7 4- -.-
| |
| 1 . , ,
| |
| .t _ ,e
| |
| - , ' i i i , , , a
| |
| . i i. ii.i , i
| |
| ....e.. . . . . . , . . . . . . . .....
| |
| 1 -
| |
| 10 100 1000
| |
| .- Fremency Gial .
| |
| m 2 & 4 (E7022 SERIES) , RELAY STATE: TRANSITION MODE (TD X 2) i I
| |
| m
| |
| * SEE NOTE (H V) TEST MUN PC253.257.(153.154),(165,166) o COMPOS TE CF FB/V , SS/V ,SS/Ve,F8/W+ K.707 DUE To 45'INCLINAT10N OF TEST MACHihE. : --
| |
| > i s A X4 A JIO -20 8 -1 ;'
| |
| Figure 8. Model E7022, Response Spectrum, Transitional Mode .
| |
| 6l F TEST HEPORT NO.
| |
| ' CONTROL PRODUCTS mERACE CORPOR ATION g[ OlvLStON CONTROL PACQUCTS DIVISION UNION. M.I 07C83 REV. A SHE E T 4 2 CF _l.0,%_
| |
| ES-1000_*
| |
| Q -- - - - , -
| |
| | |
| 4 A
| |
| *5~~"I ATTACAMtfST 4 5
| |
| - - - - _ _ _ . _ _ . _ . . _ . PA 6 t. 1 oF4 p o. P. e. Nuusf a: 20175 wa ua, 43706 ,g, g ix . , -
| |
| "/A 43706-2 REV A NUMBER: M m R NO. If 9 gY: G SPECIMEN O PROCEDURE O TEST EQUIPMENT DATE: 6/16/78 4 1 3
| |
| $ yeace Corp. , Control Products Olvision ATTN. Edward J. Leszczak '
| |
| Agastat Relay pART NO. 7014 ACE gf NAME. ,
| |
| g1 - Post-Seismic Baseline Tests 1. O. NO. Item I pFICATION: Wyle Qual Plan 545/5614-3/ES PARA.NO.3 I I Ed Leszczak OATE: 6/19/78 (FICATION MADE TO: ,
| |
| pFICATION MADE BY: R 8 rid" vlA: Telephone gotREMENTS:
| |
| N Baseline Functional Tests will be performed af ter completion of the Seismic Test.
| |
| inference Paragraph 2.0 of Wyle quallfication Plan 545/5614-3/ES.
| |
| h p'
| |
| I:i 1
| |
| EiCRIPTION OF ANOMALY: ,
| |
| luring the 8aseline Functional Tests, DC power was inadvertently applied to the coil .!j of this AC relay. This caused a short in the coII, resulting in loss of relay operation, ji a his is not a test failure.
| |
| T 3 POSITION - COMMENTS - RECOMMENDATIONS: i ,
| |
| i in accordance with the customer's instructions, the spara relay, 7014 ACE, item 2, :;
| |
| (all tests completed up to Seismic) will replace item 1. Item 2 will be subjected 'I to th9 Seismic and all remainliig tests as the test program continues. .j l
| |
| I A TEST MTNESS - ENGINE - A dO i A- ou u n ,Co. ,Po,. K 3 r 6 h !
| |
| heD* REPRESENTING PRCUECT MM .W --
| |
| l l * %-. o - s gr* ;
| |
| i ms -roais - sas.mne sawcas u s en . . u,mviu,. .. .... 5.p,F !
| |
| b t _
| |
| ~
| |
| !.b
| |
| | |
| i E 0 0 P" X44J20 REV Q M \' ~ AWAdwmT-V ~
| |
| 'A NOTICE OF ANOMALY PAGc 7- oF 4 41'"'
| |
| MOTICE NC. P. O. NUMBER: WYLE JOS NO. PME C CONTRACT NUMBER: REPORT NO. 43706-2 REV. A CATEGORY: O SPECIMEN O PROCEDURE 4 TEST EQUIPMENT DATE: 6-22-78 TO: Amerace corp., Control Products civision ATTN: N J. Imszczak PART NAME: ^9"**** "*1*Y' PART NO. "/"
| |
| seismie Test Series II i TEST. l. D. NO.
| |
| SPECIFIChTION: M e Qual. 545/5614-3 m PARA.NO. 933 NOTIFICATION MADE TO: Edward J. Leszczak DATE: 6-22-7s NOTIFICATION MADE SY: Larry Frazier VIA: Telephone REQUIREMENTS:
| |
| Test Response Spectra will be analyzed at .5, 1, 2 or 5 percent damping according to Paragraph 9.3.3 of the Qualification Plan 545/5614-3/Es.
| |
| DESCRIPTION OF ANOMALY:
| |
| Test series II seismic simulation (Testa 108 through 129) Test Response Spectra were analyzed at 3 percent damping, due to incorrect settings on the shock spectrum analyzer.
| |
| ~
| |
| 4 i
| |
| i DISPOSITION - COMMENTS - RECOMM EN DATIONS:
| |
| At the Customer's request, the seissLie tests identified above will be rerun and analyzed at 5 percent damping.
| |
| l DestaisuTION: .
| |
| Orwem. Det. TEXT WITN ESS ENGINE ER L, a o. QUALITY CONTROL M -
| |
| - REPRESENTING PROJECT MAN AGE R
| |
| ,~a - ) v
| |
| . u Y-1 wns uaonarcanas - sciewnne sanwess ano snTum aaoup - mnmEs. aueM $%u
| |
| . . m.
| |
| u ._ _ _ --_ _ . _ _ _ _ _ _ _ _ _ _ . . _ _ _ _ _ ~ . _ _ . _ . . _ _ _ . _ _ _ _ . _ _ _ _ _ . . _ . - _ . _ _ . - - - _ - ,
| |
| | |
| A TTAC H r4 usr_ h EODP X4AJ20 R E V,t '0 ;
| |
| ' A fAGt 5 cF4 N@TICE OF ANOMALY NOTICE NO. 7 P. O. NUMSER : 20175 WYLE JOB No. 43706 PAGE NO. YIII"II
| |
| , CONTRACT NUMBER: N/A REPORT NO. ma3 nev. A CATEGCRY: O SPECIMEN O PROCEDURE S TEST EQUIPMENT DATE: 6/23/78 TO: ' eme= F=- caaem t ;~ ina*= Mvd =4 aa ATTN: 'h ed t - t==---=k PART NAME: Aaastat Relave PART NO. N/A TEST: -
| |
| seismie I. D. NO. Tant serian TTT SPECIFICATION: wvle cual Plan 545/5614-3/Es D N 8," d , 9.1 NOTIFICATION MADE TO: Dick aridge 7/17/78
| |
| . D ATE:
| |
| NOTIFICATION MADE BY: M. McGrath VIA: verbal REQUIREMENTS:
| |
| The test fixture with the specimans mounted on it will be mounted to the 45 degree angle fixture. ,
| |
| OESCRIPTION OF ANOMALY:
| |
| After completing the seismic simulation test in the front-to-back/ vertical orientation (relays de-energized) the test fixture mounting bolts were found to be loose, therefore, the data obtained frem Test Runs 174 through
| |
| ; 185 is not valid.
| |
| 1 i
| |
| I i
| |
| DISPOSITION - COMMENTS - RECOMMENDATIONS:
| |
| The fixture mounting bolts were tightened and the seismic tests were repeated to obtain valid data (Test Runs 205 through 212).
| |
| l j OlsT:lleUTION:
| |
| l One=r Desi. TEST WITNESS ENGINEER -
| |
| i i i cases. coneome, #
| |
| i 2 ' case: C. c. UALITY CONTROL ^A -
| |
| P 2 Ceem ko, set ome /' J& =
| |
| REPRESENTING ROJECT MANAGER W . W '4A
| |
| ' _W t caev: caneers tcaev one nsowwn, I d
| |
| ~
| |
| ? ? - ?~ ?* #W" ##?'-- - - - - -
| |
| : t. U U F X4AJ20 , E E Y,1 ATTActt MWT-4 NOTICE OF ANOM ALY FM t 4 oF 4
| |
| * ~
| |
| ps0TICE NO. I P. O. NUMS E R : 20175 WYLE JOS NO. 43706 n H- f 5
| |
| ~
| |
| 3 GE NO.
| |
| _ CONTRACT NUMSER: N/A REPORT NO. 43706-2 REV. A CATEGORY: O SPECIMEN E) PROCEDURE Q TEST EQUIPMENT DATE: 6/19/78 TO:
| |
| mea "a m Paat-si ; d " * = B M =*aa ATTN: m --d t- t==---=6 PART NAME. Mastat Relays M/1 PART NO.
| |
| TEST: sai 4a I.D.NO. t==* <--4-- ts- tv --d 't' SPECIFICATION: Wie Oual Plan 545/5614-3/Es( h k?hd.I 9.1.1 NOTIFICATION MADE TO: Ed Leszczak DATE: 7/18 ns NOTIFICATION MADE BY: E. Jordan ygA: Telephone REQUIREMENTS:
| |
| one (1) Safe Shutdown Earthquake (SSE) test for each relay operating ecodition (de-energized, energized, and transition) will be performed on the specimens in each of the four (4) test orientations.
| |
| DESCRIPTION OF ANOMALY:
| |
| Due to an engineering error the 5% damping SSE curve was reduced by a factor of .707 at the ccupletion of Test Run No.130, therefore, all the SSE testa performed thereafter were below the Required Response :
| |
| Spectz m by approximately 304.
| |
| l l
| |
| c
| |
| ; DISPOSITION - COMMENTS - RECOMMENDATIONS:
| |
| I All previously performed applicable ssE tests (from Test Run No.130 '
| |
| : through 301) will be rerun to the corrected ssE curve, oestmiaution:
| |
| ony,w; Dept. TEST WITNESS ENGINE ER k
| |
| 2 c. C '
| |
| k
| |
| = :::-=:~
| |
| RE, EsENr,~c NAcE s b e A 4.UALITY CONTRO0 ,CT
| |
| (/ o eu Lasca4ronies -seewriric saavices ano sysT =s amoua - wuwisvitta.4Laaanna mas 4 744ss -
| |
| q
| |
| '4 g n A J 20 - 2%7d
| |
| | |
| BOP-7 TAC 51-1202-P4001 SEISMIC AND DYNAMIC QUALIFICATION
| |
| | |
| ==SUMMARY==
| |
| OF EQUIPMENT To be completed to stand on its own (do not refer to any document)
| |
| All questions are to be answered (if not applicable; mark "N/A")
| |
| I. PLANT NAME: Vootle Electric Generatina Plant
| |
| ; 1. Utility: Coorais Power Company
| |
| : 2. Location: Burke County, Georgia Southern Section
| |
| : 3. Type: PWR
| |
| : 4. Capacity (MWe Net): 1110 l 5. Containment Type: Prestressed Concrete
| |
| : 6. Cooling Source: Coolina Tower
| |
| : 7. NRC Docket No.: 50-424/50-425
| |
| : 8. CP Docket Date: February 13, 1973
| |
| : 9. NSSS Vendor: Westinohouse
| |
| : 10. A/E: Bechtel Power Corporation II. COMPONENT NAME: Nuclear Service Coolina Water (NSCW) Pump i 1. Scope: [ ] NSSS [X] BOP
| |
| : 2. Vendor: Binaham-Willamette Company
| |
| : 3. Vendor Model No.: 18X278 VCM .
| |
| : 4. Manufacturer: Binaham-Willamette Company
| |
| : 5. Manufacturer Model No.: 18X278 VCM
| |
| : 6. Purchase Spec. No.: X4AF02
| |
| : 7. Total No. in Safety Systems: 6 (3/ Train)
| |
| : 8. Location (Choose the worst one with respect to seismic)
| |
| : a. Building: NSCW Tower
| |
| : b. Elevation and Area: 218 ft - 6 in
| |
| : c. Environment: [ ] Harsh [X] Mild
| |
| (
| |
| 1
| |
| | |
| 80P-7 TAC 51-1202-P4001
| |
| : 9. Field Mounting:
| |
| : a. [X] Floor [ ] Wal l [ ] Pipa [ ] Panel
| |
| [ ] Other (describe):
| |
| : b. [X] Bolted; description: (no. size, grade, etc.)
| |
| 16-1" d on bolt circle SA-193 B8M
| |
| [ ] Welded; description: (Size, length, electrode type, etc.)
| |
| [ ] Other; description:
| |
| : c. Mounting restriction from the manufacturer, if any:
| |
| (horizontal, vertical, etc.) Vertical
| |
| : 10. Functional Description of the Equipment:
| |
| : a. System in which located: NSCW System (for item 8 in II, above)
| |
| : b. Type: [X] Active [ ] Passive
| |
| : c. Equipment required for: [ ] Hot Standby [ ] Cold shutdown pq Both [] Neither
| |
| : d. Intended safety function: To remove reactor decay heat and followino LOCA and MSLB.
| |
| i e. Direct consequences of its failure (brief description of the effect on the system): Loss of containment heat removal
| |
| , capability and loss of all safety related pumps.
| |
| : f. Redundancies, if any: One/ train III. EQUIPMENT QUALIFICATION METHOD:
| |
| [ ] Test [X] Analysis 1
| |
| [ ] Combination of test & analysis [ ] Other (describe):
| |
| l l
| |
| I I
| |
| 2
| |
| | |
| 80P-7 TAG 51-1202-P4001 IV. LOADS AND LOAD COMBINATIONS:
| |
| : 1. Loads
| |
| : a. [X] Seismic
| |
| : b. [ ] Hydrodynamic
| |
| : c. [ ] Flow induced vib.
| |
| : d. [ ] Normal operation vib.
| |
| : e. [ ] Other dynamic loads: (specify)
| |
| . 2. Combination technique: N/A
| |
| : 3. Required acceleration in each direction: See Attachment 1
| |
| : a. [X] ZPA [ ] Other; specify:
| |
| : b. OBE: s/s: 0.22 a ; f/b: 0.22 a ; v: 0.17 a SSE: s/s: 0.39 a ; f/b: 0.39 a ; v: 0.27 o t
| |
| 4 l
| |
| l l
| |
| 3
| |
| | |
| 80P-7 TAC 51-1202-P4001 V. QUALIFICATION BY TEST (COMPLETE THIS SECTION FOR EACH REPORT INCLUDING PARTIAL TEST): N/A
| |
| : 1. Test report: (Company) i a.
| |
| | |
| ==Title:==
| |
| no.: ; revision: ; date:
| |
| : b. Reviewed by: Bechtel Power Corporation
| |
| : 2. Qualification report: (Company)
| |
| : a.
| |
| | |
| ==Title:==
| |
| no.: ; revision: ; date:
| |
| : b. Reviewed by: Bechtel Power Corporation
| |
| : 3. Laboratory mounting:
| |
| : a. Describe (from shaker table to the equipment; include
| |
| . orientation, bolt (size, no., gr., etc.), weld (type, size, length, electrode type, etc.)] :
| |
| I t
| |
| l
| |
| : b. If different from field mounting include equivalency justification:
| |
| i a
| |
| i i
| |
| i
| |
| :l i
| |
| l I i
| |
| | |
| BOP-7 TAC 51-1202-P4001
| |
| : 4. Resonance search: [ ] yes [ ] no
| |
| : a. Technique:
| |
| : b. Excitation magnitude & frequency interval (or sweep rate):
| |
| : c. Resonances found: (up to: )
| |
| s/s: ; f/b: ; v:
| |
| : 5. Test description:
| |
| : a. Input:
| |
| (a) [ ] single axis; [ ] biaxial; [ ] pseudo biaxial;
| |
| [ ] tri-axial [ ] random; [ ] sine beat;
| |
| [ ] other:
| |
| [ ] phase coherent; [ ] phase incoherent (b) Frequen;:y range:
| |
| (c) Input level (g-level & frequency)
| |
| GBE: s/s: ; f/b: ; v:
| |
| SSE: s/s: ; f/b: ; v:
| |
| (c) Number of tests performed: OBE: ; SSE: ;
| |
| other:
| |
| (e) Sequential test, including fatigue & vibration aging conducted: [ ] yes [ ] no Justification, if not performed:
| |
| : b. Output:
| |
| (a) TRS generated: [ ] yes [ ] no (b) Percent damping in TRS generation:
| |
| (c) Percent damping used in RRS:
| |
| 5
| |
| | |
| BOP-7 TAC 51-1202-P4001 (d) Margin included in RRS:
| |
| [ ] by test lab. [ ] by others: (specify) !
| |
| (e) Attach sets of TRS and RRS comparison plots (if not l provided, explain):
| |
| : c. Results:
| |
| (a) Basis of qualification:
| |
| [ ] structural integrity verified; [ ] operability verified (b) Failures detected during qualification tests:
| |
| (c) Anomalies (with disposition) if any:
| |
| (d) Modifications made (in the equipment or mounting) during the qualification phase; describe, if any:
| |
| (e) How (modifications) implemented in the field:
| |
| (f) Other test performed (such ar fragility test; include l results) :
| |
| I l
| |
| l i
| |
| l i
| |
| l
| |
| * l 6
| |
| | |
| BOP-7 TAC Al-1202-P4001 l
| |
| : VI. QUALIFICATION BY ANALYSIS (COMPLETE THIS SECTION FOR EACH REPORT) )
| |
| : 1. Analysis Report: (Company) Mcdonald Enaineerina Analysis Co..
| |
| I Inc. 1 l
| |
| : a.
| |
| | |
| ==Title:==
| |
| Seismic-Stress Analysis of Vertical Pump Assemblies no.: ME-878 ; revision: 6 ; date: 3/12/86 a b. Reviewed by: Bechtel Power Corporation
| |
| : 2. Qualification Report: (Company) Same as above
| |
| : a.
| |
| | |
| ==Title:==
| |
| no.: ; revision: ; date:
| |
| : 3. Failure Modes: Excessive deflection of the shaft and structural intearity
| |
| : 4. Method of Analysis:
| |
| [X] static ( ] static coefficient [X] dynamic (vertical) (horizontal)
| |
| ( ] time history [X] response spectrum
| |
| : 5. Natural frequencies (up to cut off frequency of: Not Reported ):
| |
| s/s: 6.40 Hz ; f/b: 5.02 Hz ; v: 20.88 Hz
| |
| : 6. Model type:
| |
| [ ] 10; [X] 2D; [ ] 3D
| |
| [X] finite element: (kinds of elements used) Beam and shell
| |
| [ ] other: (specify)
| |
| : 7. Support & Boundary conditions in the model:
| |
| Pump assembly model - sprinas: sole plate model - fixed:
| |
| i seismic support model - fixed l 8. Computer codes used: SAP IV - operatino on HP9816S computer l
| |
| Method of verification: By Mcdonald Enaineerina; available for audit
| |
| : 9. Damping: OBE: 2% ; SSE: 3% ; Basis: VECP specification i
| |
| I 7
| |
| | |
| BOP-7 TAC 51-1202-P4001
| |
| : 10. Fatigue & aging consideration: [X] yes [ ] no
| |
| : 11. Responses:
| |
| : a. Method of combination: K ABS; [ ] SRSS;
| |
| [ ] algebraic, ,,
| |
| other, specify:
| |
| : b. For critical elements:
| |
| Total Calculated Allowable Source of Identification Location Loads Stresses Stresses Allowables See Attachment 2 ASME Section III I
| |
| AISC Code l
| |
| 4 I Allowable Source of i Identification Location Loads Total Deft. Defl. Allow. Defl.
| |
| See Attachment 2 Vendor I
| |
| i f
| |
| 8
| |
| | |
| BOP-7 TAG 51-1202-P4001 VII. SURVEILLANCE AND MAINTENANCE PROGRAM:
| |
| : 1. Qualified life: 41 Years '
| |
| (based on weakest Iink or appendage in the equip.)
| |
| : 2. Basis: Failure Mode & Effects Analysis and Calculations
| |
| : 3. Procedure of assuring operability of the equipment under seismic and dynamic condition throughout the plant life:
| |
| Maintenance / Surveillance requirements to maintain equipment in an operable condition are incorporated into the planned maintenance program, controlled by procedures 20015-C and 20009-C.
| |
| 4 e
| |
| I I
| |
| 1 4
| |
| 9
| |
| | |
| 80P-7 TAC 51-1202-P4001M01 SEISMIC AND DYNAMIC QUALIFICATION
| |
| | |
| ==SUMMARY==
| |
| OF EQUIPMENT To be completed to stand on its own (do not refer to any document)
| |
| All questions are to be answered (if not applicable; mark "N/A")
| |
| I. PLANT NAME: Voatie Electric Ceneratina Plant
| |
| : 1. Utiiity: Georaia Power Company
| |
| : 2. Location: Burke County. Georais Southern Section
| |
| : 3. Type: PWR
| |
| : 4. Capacity (MWe Net): 1110 _
| |
| : 5. Containment Type: Prestressed Concrete
| |
| : 6. Cooling Source: Coolina Tower
| |
| : 7. NRC Docket No.: 50-424/50-425
| |
| : 8. CP Docket Date: February 13, 1973
| |
| : 9. NSSS Vendor: Westinahouse
| |
| : 10. A/E: Bechtel Power Corporation II. COMPONENT NAME: Nuclear Service Coolina Water (NSCW) Pump Motor
| |
| : 1. Scope: [ ] NSSS [X] BOP
| |
| : 2. Vendor: Binaham-Willamette Company
| |
| : 3. Vendor Model No.: N/A
| |
| : 4. Manufacturer: General Electric Company
| |
| : 5. Manufacturer Model No.: 5K6338XC138A
| |
| : 6. Purchase Spec. No.: X4AF02
| |
| : 7. Total No. in Safety Systems: 6 (3/ Train) ,
| |
| : 8. Location (Choose the worst one with respect to seismic)
| |
| : a. Building: NSCW Tower j b. Elevation and Area: 218 ft - 6 in
| |
| : c. Environnent: ( ) Harsh (X] Mild 10
| |
| | |
| * ~ ~
| |
| U-BOP-7 TAC 51-1202-P4001W01
| |
| : 9. Field Mounting:
| |
| : a. [ ] Floor [ ] Wall [ ] Pipe [ ] Panel
| |
| [X] Other (describe): NSCW Pump l b. [ ] Bolted; description: (no. size, grade, etc.)
| |
| 11-1 1/4" dia.. A-307 I i
| |
| ( ] Welded; description: (Size, length, electrode type, etc.)
| |
| ( ) Other; description:
| |
| : c. Mounting restriction from the manufacturer, if any:
| |
| (horizontal, vertical, etc.) Vertical
| |
| : 10. Functional Description of the Equipment:
| |
| : a. System in which located: NSCW System (for item 8 in II, above)
| |
| : b. Type: [X] Active [ ] Passive
| |
| , c. Equipment required for: [ ] Hot Standby [ ] Cold shutdown I
| |
| l
| |
| [)G Both [] Neither ,
| |
| : d. Intended safety function: Orives NSCW pump to remove reac-tor decay heat and containment heat followina LOCA & MSLB.
| |
| : e. Direct consequences of its failure (brief description of the effect on the system): Loss of containment heat removal capability and loss of all safety related pumps
| |
| : f. Redundancies, if any: One extra pump per train and there are two trains.
| |
| III. EQUIPMENT QUALIFICATION METHOD:
| |
| 1
| |
| [ ] Test [X] Analysis
| |
| ! [ ] Combination of test & analysis [ ] Other (describe):
| |
| I i
| |
| L1
| |
| | |
| BOP-7 TAC 51-1202-P4001M01 IV. LOADS AND LOAD COMBINATIONS:
| |
| : 1. Loads
| |
| : a. [X] Seismic
| |
| : b. [ ] Hydrodynamic
| |
| : c. [ ] Flow induced vib.
| |
| : d. [ ] Normal operation vib.
| |
| : e. [ ] Other dynamic loads: (specify)
| |
| : 2. Combination technique: N/A
| |
| : 3. Required acceleration in each direction:
| |
| : a. [X] ZPA ( ) Other; specify:
| |
| : b. OBE: s/s: 0.62a ; f/b: 0.80a ; v: 0.29a SSE: s/s: 0.88a ; f/b: 1.14a ; v: 0.40a 4
| |
| l l
| |
| l l
| |
| : 1. z l
| |
| | |
| 80P-7 TAC 51-1202-P4001M01 V. QUALIFICATION BY TEST (COMPLETE THIS SECTION FOR EACH REPORT INCLUDING PARTIAL TEST): N/A
| |
| : 1. Test report: (Company)
| |
| : a.
| |
| | |
| ==Title:==
| |
| no.: ; revision: ; date:
| |
| i b. Reviewed by: Bechtel Power Corporation
| |
| : 2. Qualification report: (Company)
| |
| : a.
| |
| | |
| ==Title:==
| |
| i no.: _; revision: _ ; date:
| |
| l b. Reviewed by: Bechtel Power Corporation
| |
| : 3. Laboratory mounting:
| |
| : s. Describe (from shaker table to the equipment; include orientation, bolt (size, no., gr., etc.), weld (type, size, length, electrode type, etc.)]:
| |
| 1 i
| |
| l l
| |
| l
| |
| : b. If different from field mounting include equivalency j justification:
| |
| 1 i
| |
| } - _ - . . ___ - .._ -_. _.- _ _ _ _ _ _ - _ - _ _ -. ._
| |
| | |
| 80P-7 TAC 51-1202-P4001M01
| |
| : 4. Resonance search: [ ] yes [ ] no
| |
| : a. Technique:
| |
| : b. Excitation magnitude & frequency interval (or sweep rate):
| |
| : c. Resonances found: (up to: )
| |
| s/s: ; f/b: ; v:
| |
| : 5. Test description:
| |
| : a. Input:
| |
| (a) [ ] single axis; [ ] biaxial; [ ] pseudo biaxial; i
| |
| [ ] tri-axial [ ] random; [ ] sine beat;
| |
| [ ] other:
| |
| [ ] phase coherent; [ ] phase incoherent (b) Frequency range:
| |
| (c) Input level (g-level & frequency)
| |
| OBE: s/s: ; f/b: ; v: ,
| |
| SSE: s/s: ; f/b: ; v:
| |
| (d) Number of tests perforrr.ed: OBE: ; SSE: ;
| |
| other:
| |
| (e) Sequential test, including fatigue & vibration aging conducted: [ ] yes [ ] no Justification, if not performed:
| |
| : b. Output:
| |
| (a) TRS generated: [ ] yes [ ] no I
| |
| (b) Percent damping in TRS generation:
| |
| (c) Percent damping used in RRS:
| |
| l 14
| |
| | |
| I BOP-7 TAC 41-1202-P4001M01 (d) Margin included in RRS:
| |
| [ ] by test lab. [ ] by others: (specify)
| |
| (e) Attach sets of TRS and RRS comparison plots (if not provided, explain):
| |
| 4
| |
| : c. Results:
| |
| (a) Basis of qualification:
| |
| ( ) structural integrity verified; [ ] operability i verified
| |
| : (b) Failures detected during qualification tests:
| |
| ! (c) Anomalies (with disposition) if any:
| |
| (d) Modifications made (in the equipment or mounting) .
| |
| j during the qualification phase; describe, if any:
| |
| (e) How (modifications) implemented in the field:
| |
| 1 I
| |
| (f) Other test performed (such as fragility test; include j results) :
| |
| i I
| |
| i f
| |
| l t
| |
| L5
| |
| | |
| )
| |
| BOP-7 TAC 51-1202-P4001M01 o
| |
| VI. QUALIFICATION BY ANALYSIS (COMPLETE THIS SECTION FOR EACH REPORT)
| |
| : 1. Analysis Report: (Company) Mcdonald Enaineerina Analysis Co. .
| |
| I Inc.
| |
| : a.
| |
| | |
| ==Title:==
| |
| Seismic-Stress Analysis of Vertical Motor i
| |
| i no.: ME-873 ; revision: - ; date: 4/3/84 3 b. Reviewed by: Bechtel Power Corporation
| |
| : 2. Qualification Report: (Company) Same as above
| |
| : s.
| |
| | |
| ==Title:==
| |
| i no.: ; revision: ; date:
| |
| : 3. Failure Modes: Rubbino of stator with rotor and structural l intearity i
| |
| j 4. Method of Analysis:
| |
| [X] static [ ] static coefficient [ ] dynamic .
| |
| [ ] time history [ ] response spectrum
| |
| : 5. Natural frequencies (up to cut off frequency of: Not reported ):
| |
| s/s: >33 Hz ; f/b: >33 Hz ; v: >33 Hz
| |
| : 6. Model type:
| |
| [ ] 10; [X] 20; [ ] 3D
| |
| [ ] finite element: (kinds of elements used) Beam
| |
| [ ] other: (specify)
| |
| : 7. Support & Boundary conditions in the model:
| |
| 1 Fixed at motor hold down bolts 1
| |
| I l
| |
| : 8. Computer codes used: ICES-Strudel-operatina on IBM 370/158 computer
| |
| ! Methud of verification: Public Domain Procram
| |
| : 9. Damping: OBE: N/A;SSE: N/A; Basis: Static Analysis was performed 1.6
| |
| | |
| 1 BOP-7 TAG 51-1202-P4001M01
| |
| ! 10. Fatigue & aging consideration: [X] yes [ ] no
| |
| : 11. Responses:
| |
| : a. Method of combination: JX; ABS; [ ] SRSS;
| |
| [ ] algebraic, ',
| |
| other, specify:
| |
| : b. For critical elements:
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