ML20072B147

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Seismic Qualification Reevaluation,Class IE Equipment, Differential Pressure Transmitter for Shoreham Nuclear Power Station,Unit 1
ML20072B147
Person / Time
Site: Shoreham File:Long Island Lighting Company icon.png
Issue date: 02/08/1983
From: Hardy R, Luria N, Sherbin W
GENERAL ELECTRIC CO.
To:
Shared Package
ML20072B132 List:
References
NUDOCS 8306130331
Download: ML20072B147 (8)
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Text

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SHOREHAM NUCLEAR POWER STATION 1 UNIT 1  :

d SEISMIC QUALIFICATION REEVALUATION e a

4 CLASS 1E EQUIPMENT l d

COMPONENT NAME: DIFFERENTIAL PRESSURE TRANSMITTER 14sC3240,182 Cissa, iss0,1ssi, issa, iss4 H PP D. NO.: C41-N004, C61-N001, E11-N007AB, N0131 s MPL

REFERENCE:

E32-N055. N056. N059: G33-ii?11 i

(

H THE SEISMIC QUALIF1 CATION REPORT (S) IDENTIFIED HEREIN HAVE BEEN EVALUATED AND REQUALIFIED WHERE NECESSARY TO SHOW THAT THE ABDVE-MENTIONED COMPONENT IS CAPADLE OF MEETING THE NUCLEAR REGULATORY COMMISSION SEISMIC OUAUFICATION REVIEW TEAM (SQRT) REQUIREMENTS.

PREPARED BY: W.C.. SHER 3IN A/C ,,7g

///2/g3 ORGANIZATION: GENERAL ELECTRIC CO., CONTROL ROOM DESIGN ENGINEERING 1

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REVIEWED BY: DATE F

SQRT PROGRAM MANAGER l

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i APPROVED BY: DATE QUALIFICATION ENGINEERING MGR.

k GENER AL h ELECTRIC f l ,

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q 8306130331 830606

{DRADOCK05000 22 si.2 I"

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QUALIFICATION

SUMMARY

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1. Component Name: DIFFERENTIAL PRESSURE TRANSMITTER
2. MPL or EDL Item No.: C41-N004, C61-N001, E11-N007AB, N013, E32-N055, N056, N059, G33-N041 (GE Identification Numbers; 163C1558, 163C1560,163C1561,163C1563,163C1564 & 145C3240)
3. Qualification Documentation A. Qualification summary of equipment (SQRT form) including required response spectra.

Attached B. Reference Documents Reference Document Revision or Number Identification Date Title / Subject

1. GE DRF A00-1084-101 1981 Seismic Test of Rosemount 1151.
2. S&W J.O. No. 11600.02 12/13/82 Required Accele-

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File No. 9.26J, GEA-2975 rations for Stand t T Mounted Equipment, SNPS-1

3. GE DRF A00-794-10 1980 Seismic Test of Generic H22 Local Panels.

C. Additional Supporting Documents

1. As - Built Reviews of Equipment
2. Shipping Group MPL References
4. Requirements This device is required to maintain its structual integrity and operate when subjected to the seismic and hydrodynamic loads as specified in reference 2 and shown on each Shipping Group MPL Reference Sheet.
5. Demonstrated Capability
1. Single axis, single frequency vibration tests with a frequency scan of 4 to 70 hertz and a 2g input were run in all three axes.

Output voltage was monitored during each 30 minute test. Resonant dwells of 30 seconds each were held at the resonant frequencies.

Thoughout each test the output was continuously monitored on a strip chart recorder. Output voltage showed no deviation. See A00-1084-101, K

/-) for a detailed description of the test.

4 66

2. Another single axis, single frequency test sequence in three axes

) was performed from 1 to 30 hertz with a 3g input. The cycling time was 30 minutes per axis, and 30 seconds of dwell at each resonant frequency was performed. There were no electrical shifts observed or mechanical failures noted. See A00-1084-101, L for test details. I

3. A multi-axis, multi-frequency vibration test was conducted as shown in reference 3. The test input ZPA was 7.0g's over a frequency range of 1 to 260 hz. Although the device was mounted on a local rack, the test indicates that the unit can operate satisfactorily during a multi-frequency, multi-axis seismic test. l
6. Rationale for Qualification Since the maximum expected acceleration for this device at the Shoreham site is less than the tested capability of 2g's over the 70 hertz range, the device is qualified to SQRT criteria. The dual axis test noted in Reference 3 further supports the qualification for mult-axis affects.

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145C3240, 163C1558, 163C1560, Qualification Summary of Equipment 163C1561, 163C1563 163C1564 (GE PPD Number)

I. Plant Name: Shoreham Type:

1. Utility: Long Island Lighting Co. PWR

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2. NSSS: GE 3. A/E: Stone & Webster BWR- 4 Mk II i

! II. Component Name Differential Pressure Transmitter I 145C3240;1

1. Scope: [X] NSSS [ ] BOP 163C1558;1 163C1560;3 4

163C1561;1 163C1563;1

2. Model Number: Rosemount 1151 Quantity: 163C1564;1
3. Vendor: Rosemount
4. If the component is a cabinet or panel, name and model No. of the devices included: N/A
5. Physical Description a. Appearance Electronics housing attached to pressure sensor.
b. Dimensions 4.5" diameter x 9" high
c. Weight Approx. 11 LB
6. Location: Building: See attached "As Built Review of Equipment", line III.l.

Elevation: See attached "As Built Review of Equipment", line 1I1.1.

, 7. Field Mounting Conditions [ ] Bolt (No. , Size )

[ ] Weld (Length )

[x] See attached "As Built Review of Equipment", line III.3.

l

8. a. System in which located: See device list for system in which each device is located.

l, b. Functional

Description:

Instruments perform 1E function in the system indicated on device lists

c. Is the equipment required for'[ ] Hot Standby [ ] Cold Shutdown 1 See Table 2, Appendix l

[ ] Both [ ] Neither I i

9. Pertinent Reference Design Specifications: PPD # 145C3240, 163C1558 163C1560, 163C1561, 163C1563 163C15654.

NOTE: 163C1558, 163C1560, 163C1561, 163C1563, and 163C1564 are qualified by similarity to the tested 145C3240..

12/80 68 I

145C3240, 163C1558, 167C1560,

. 163C1561, 163C1563 163C1564 (GE PPD Number) 1 III. Is Equipment Available for Inspection in the Plant: ,"

' [x] Yes [ ] No '

g-IV. Equipment Qualification Method:

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[x] Test [ ] Analysis [ ] Combination of Yest and Analysis >;j -

Qualification Report *: GE DRF A00-1084-101,K (No., Title and Date) Seismic Test of Rosemount Model 1151, 9/11/72 /~ .

l Co:apany that Prepared Report: Rosemount '

}

Company that Reviewed Report: GE '

V. Vibration Input: .

1. Loads considered: a. [ ] Seismic only -
b. [ ] Hydrodynamic only

, c. [x] Combination of (a) and (b)

2. Method of Combining RRS: [ ] Absolute Sum [x] SRSS []

(other, specify)

3. Required Response Spectra (attach the graphs): See Figure 1, Ippendix

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4. Damping Corresponding to RRS: OBE N/A SSE 4% - '

. i , /

5. Required Acceleration in Each Direction: [ ] 2Po [x] Other At location '

, 5 (specify) ,

OBE S/S = N/A F/B = N/A V= N/A <

SSE S/S = ** ** V= **

F/B =  ;

6. Were fatigue effects or other vibration loads, considered?

[ ] Yes [x] No s If yes, describe loads considered and how they were treatu'd in overall qualification program: N/A

  • NOTE: If more than one report complete items IV thru VII for each report.

r i 12/80

    • See device list for individual component required accelerations. Re" quired ac-celerations were provided by Stone and Webster.'l

Reference:

Stone and Webster J.O. No. 11600.02, File No. 9.26J, GEA-2975 dated 12/13/82.

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_ _ . _ . _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ - . . _ -. l ._A _ .=_

.i 145C3240, 163C1558, 163C1560, i ) 163C1561, 163C1563 163C1564 l4 (GE PPD Number) l *

.,VI. If Qualification by Test, then Complete *:

[ ] random

1. [X] Single Frequency [ ] Hulti-Frequency [ ] sine beat

'> [x] resonance search

2. [X] Single Axis [ ] Hulti-Axis y!, 3. No,'of Qaalification Tests: OBE N/A SSE N/A Other (specify) Resonance p ' search (2g, 4-70 hz) and malfunction limit test (3g,1-30 Hz). Device was subjected to 5 OBE's and 1 SSE while mounted on a GE local rack.

See A00-794-10.

4. Frequency Range: 4-70 Hz
5. Natural Fcequencies in Each Direction (Side / Side, Front /Back, Vertical):

S/S = 62 Hz F/B = 7 (minor),50,68. Hz V = 70 Hz

6. Hethod of Determining Natural Frequencies

[x] Lib Test [ ] In-Situ Test [ ] Analysis

7. TRS enveloping RRS using Multi-Frequency Test [ ] Yes (Attach TRS 5 RRS graphs) 2 g. accel is greater than the ZPA of the RRS [x] No
8. Input g-level Test: OBE S/S = N/A F/B = N/A V= N/A SSE S/S = N/A F/B = N/A V= N/A OTHER(cpecify) S/S = 2 g 's F/B = 2 g's V = 2 a's i Also an input of 3 g's @ 1-30 Hz was applied during a subsequent test see G3 DRF A00-1084-101 for 2g and 3g tests.
9. Laboratory Mounting:
1. [ ] Bolt (No. , Size ) [ ] Weld (Leugt, . )[]

,. Transmitter was mounted to a pipe which was clamped ts _ Le table (resonance l test) l Transmitter was mounted on a local rack for OBE and SSE test.

l *

10. Functional operability verified: [x] Yes [ ] No [ ] Not Applicable l

! II. Test Results including modifications made: Test results were satisfactory.

12. Other test performed (such as aging or fragility test, including results):

N/A 4',

  • Note: If qualification by a combination of test and analysis also complete Item VII.

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1 145C3240, 163C1558, 163C1560, 163C1561 163C1563 163C1564 l (GE PPD Number)

) -

N/A VII. If Qualification by Analysis, then complete:

1. Method of Analysis: .

[ ] Static Analysis [ ] Equivalent Static Analysis

[ ] Dynamic Analysis: [ ] Time-History [ ] Response Spectrum

2. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):

S/S = F/B = V=

3. Model Type: [ ] 3D [ ] 2D [ ] 3D

[ ] Finite Element [ ] Beam [ ] Closed Form Solution

4. [ ] Computer Codes:

Frequency Range and No. of modes considered:

(' i

[ ] Hand Calculations -

5. Method of Combining Dynamic Responses: [ ] /.bsolute Sun [ ] SRSS

[ ] Other:

(specify)

6. Damping: OBE SSE Basis for the damping used:
7. Support Considerations in the model:
8. Critical Structural Elements:
  • Governing Load or Reponse Seismic Total Stress A. Identification Location Combination Stress Stress Allowable Maximum Allowable Deflection B. Max. Critical to Assure , Functional Opera-Deflection Location bility

-w 12/80 71

O C O

TABLE 1 (CONT'D) f 5HOREHAM SHIP LOOSE SORT MPL WORK SHEET ACCELERATION (g's)

(5) .

MPL NUMBER EQUIPMENT SHIP GROUP E EXPECTED . CAPABILITY NOTE IDENTIFICATION NAME MPL C i HORIZ. VERT. HORIZ. VERT.

E41 R002 169C8974P03051 TEMPERATURE INDICATOR E41-5110 B 1.0 1.0 30.0 30.0 E51 N010 (1) 159C4361P006 LEVEL SWITCH E51-5110 B 2.1 2.3 4.6 3.6 E51 N011 AS 145C3224P001 TEMPERATURE ELEMENT E51-5110 A 1.0 1.0 3.0 3.0 E51 N022 A9 L45C3224P001 TEMPERATURE ELEMENT E51-5110 A 1.0 1.0 3.0 3.0 E51 N023 AB .45C3224P901 TEMPERATURE ELEMENT E31-5110 A 1.0 1.0 3.0 3.0 E51 NO25 AD 145C3224P001 TEMPERATURE ELEMENT E51-5110 A 1.0 1.0 3.0 3.0 E51 NO26 AD 145C3224P001 TEMPERATURE ELEMENT E51-5110 A 1.0 1.0 3.0 3.0 E51 R005 145C3103P903 THERMOMETER E51-5110 B 1.0 1.0 30.0 30.0 E510-C01 [4 209A6156P003 CAPAC1 TOR E51-5110 A G33 N011 (2}) 169C8733P012 ORIFICE FLANGE G33-5110 B G33 N011 001 (2) 145C3227P004 PLATE,0RIFICE G33-5110 B G33 N016 AF 145C3224P001 TEMPERATURE ELEMENT G33-5110 A 1.0 1.0 3.0 3.0 G33 NO35 (2) 169C8733P011 ORIFICE FLANGE G33-5110 B G33 NO35 001 ( 145C3227P005 PLATE,0RIFICE G33-5110 B G33 N040 . ( )/ 169C8733P011 ORIFICE FLANGE G33-5110 B G33 N040 001 ( ) 145C3227P006 PLATE,0RIFICE G33-5110 B G33 N041 145C3240P006 DIFF PRESS TRANSMITTER G33-5110 A 1.0 1.0 2.0 2.0 G33 N042 117C3485P083 TEMPERATURE ELEMENT B21-5120 B 4.7 3.0 30.0 30.0 C5 C11 N013 AD 1 159C4361P004 LEVEL SWITCH C11-5110 A 2.1 2.3 4.6 3.6 C11 N013 EF (L1)J159C4361P005 LEVEL SWITCH C11-5110 A 2.1 2.3 4.6 3.6 C11 N013 GH Ll? 15904361P006 LEVEL SWITCH C11-5110 A 2.1 2.3 4.6 3.6

    • l E32 N055 ,63C1564P611203 TRANSMITTER, GAGE PRESS E32-5110 A 1.0 1.0 2.0 2.01 E32 N056 ,63C1558P511203 TRAN5MITTER, ABS PRESS E32-5110 A 1.0 1.0 2.0 2.0 E32 N059 163C1561P411203 TRANSMITTER, DIFF PRESS E32-5110 A 1.0 1.0 2.0 2.0 NOTES:

(1) QUALIFICATION LEVELS FOR LEVEL SWITCHES 159C4361 AND 159C4294 ARE BASED ON 130 ms CONTACT CHANGE OF STATE.

-(2) ORIFICE FLANGE 169C8733 AND ORIFICE PLATE 145C3227 STRESS ANALYSES TRANSMITTED TO LILCO. SQRT EVALUATION AND DOCU-MENTATION PERFORMED BY STONE & WEBSTER.

(3) PRESSURE SWITCH 364C5359 IS USED AS A SPARE IN SHIPPING GROUP B21-5110.

(4) BEING DELETED.

(5) A = ACTIVE ESSENTIAL, B = PASSIVE ESSENTIAL n m ,,,-. , , , m

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