ML20246J427
ML20246J427 | |
Person / Time | |
---|---|
Site: | Cooper |
Issue date: | 07/31/1989 |
From: | NEBRASKA PUBLIC POWER DISTRICT |
To: | |
Shared Package | |
ML20246J413 | List: |
References | |
PROC-890731, NUDOCS 8909050149 | |
Download: ML20246J427 (120) | |
Text
o JULY 1989 ADDENDA f
Date of Issue: July 31, 1989 NEBRASKA PUBLIC POWER DISTRICT COOPER NUCLEAR STATION INSERVICE INSPECTION PROGRAM FOR ASME CLASS 1, 2, and 3 COMPONENTS Revision 3 This is an addenda to the loose-leaf version of the Inservice Inspection Program for ASMI Class I, 2, and 3 Components, Revision 3, and are issued in the form of replacement or additional pages, revisions, additions, or deletions, and are incorporated directly into the affected pages. It is advisable, however, that these title sheets, and all replaced pages be retained for reference in Tab 13 of the correspondence section.
Summary of Changes:
This is the SIXTH addenda to be published to the Inservice Inspection Program for ASME class 1, 2, and 3 components, Revision 3.
~) Replace or insert the pages listed. Changes given below are identified on the pagen by a margin note (July 89) next to the affected area, with the exception of the component listing pages.
SECTION PAGE(S) DESCRIPTION Augmented Inservice Inspections 1 and 2 Updated the third paragraph for clarifi-cation. Added Tab /
Type 7, 8, 9, and 10 to Summary page.
Augmented Inservice Inspections Tab 5, Pages 1 Added to and revised 2, 3 tabular listings.
Augmented Inservice Inspections Tab 7 Add AISI Type 7, G.E.
SIL No. 465, Visual Inspections.
Augmented Inservice Inspections Tab 8 Add AISI Type 8 G.E.
SIL No. 462, Supple-ment 1. UT and VT of Shroud Support Access Hole Covers.
8909050149 090828 '
PDR ADDCK 05000298 O PNV Page 1 of 2
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I M ^s : ~ Augmented. Inservice Inspections Tab 9 Add AISI Type 9. G.E.
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SIL No. 289, Revi-sion 1 Supplement 1 Revision 1. Visual Inspections.
' Augmented Inservice Inspections ~ Tab 10 Add AISI Type 10 G.E.
SIL No. 459, Visual.
Inspections.
CNS-UT Calibration Standards 'Pages 1, 2, 3 Updated Calibration Standards listing.
ASME Class 1 Categories: Tabs: B-A, B-D, Updated listings, B-E, B-F, B-G-1, (e.g. , typos, dele-B-G-2, B-H, B-J, tions, additions, B-K-1, B-L-2, etc.)
B-M-2, B-N-1, B-N-2, and B-P ASME Class'2 Categories Tabs: C-A, C-B, Updated' listings, C-C, C-F, and C-H (e.g., typos, dele-tions, additions, etc.)
ASME'Section.XI Hangers and Tabs: F-A, F-B, Updated listings, g and F-C (e.g., typos, dele-
.- Supports tions, additions, etc.)
Correspondence All Delete Correspondence section. This is not required to be part of the ISI Program.
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[ AUGMENTED INSERVICE INSPECTIONS
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Augmented Inservice Inspections (AISI) are not ASME Section II Code Require-l-
ments, but are 1) additional examination areas, or 2) increased inspection -
' frequency or combinations of both which are requested by the Nuclear Regula-
-tory Commission.
When examination components fall into the scheduled testing of ISI and are also AISI requirements, then credit for both requirements may be taken (no l double testing).
The following are types of Augmented Inservice Inspections required at Cooper July 89 Nuclear Station. The TAB number corresponds to tabbed pages that follow which contain information on the specific type of AISI.
TAB TYPE DESCRIPTION 1 1 All ring girder bolting and ring girder anchor bolting is to be volumetrically inspected each ten year interval.
The Anchor Bolting adjacent to the Inboard MSIV is to be visually inspected each ten year interval. (Reference NRC DRO Bulletin #74-3) 2 2 Ultrasonic examination of the feedwater nozzle safe ends, bores,'and inside blend radii, liquid penetrant examination of
' the feedwater nozzles, and visual inspection of the feedwater spargers' as required per Table 2 and Section 4.3.2.4 of NUREG-0619.
3 3 Visual inspection of the Core Spray Spargers and the Core Spr'ay Piping inside the RPV shall be inspected each refueling outage.
(Referenes IE Bulletin No. 80-13).
4 4 Ultrasonic Examinations, utilizing G.E. Procedure TP508.0654, Rev. D, or equivalent, are conducted to assess the integrity of the jet pump hold down beams at the mid-length ligament areas bounding the beam bolt. These examinations shall be performed once during the second ten year interval. These examinations may be deferred to the end of the internals.
5 5 Ultrasonic Examinations per G. L. 88-01. G. L. 88-01 applies Oct.88 to all BWR piping made of austentic stainless steel that is four inches or larger in nominal diameter, and contains reactor coolant at above 200'F during power operation regardless of ;
code classification. Tab 5 lists all piping welds not replaced '
under the scope of G. L. 84-11. Reference Tab 12 of correspon-dence section. All accessible welds will be examined b accordance with G. L. 88-01.
F 6 6 Visual inspection of steam dryer drain channel welds during Feb.89
- k. refueling outages. (Reference General Electric SIL No. 474.)
Page 1 of 2 l
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TAB TYPE DESCRIPTION
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, ~7 ' 7 Visual inspection of jet pump nozzles and mixer inlets in July-89l conjunction - with jet pump inspection. (Reference General Electric SIL No. 465.)-
- 8. 8 Ultrasonic examination of the Shroud Support Access Hole July 89 Covers once every ten' years. -Visual inspection-of the Covers once each. inspection period. (Reference General Electric SIL No. 462.)
9 9 Visual inspection of the Core Spray T-junction _ box welds July 89 inside the ' reactor vessel. (Reference General Electric SIL No. 289, R1, SI.) <
10 10 Visual examination of the Reactor Recirculation (RR) pumps' . July 89
' shafts. pump.. covers, impeller / shaft' attachment region (including bolts). and hydrostatic bearings (including baffle ~.
plate). Frequency of examination shall coincide with the regularly scheduled RR' pumps inspection. (Reference General
. Electric SIL No. 459 and RICSIL No. 038).
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PIPE AISI' CFIG- SIZE MAT W'81-CAL ISO REMARKS
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RWCU-1 5 P-N' 4" P 12 10 '2605-3 G.L. 88-01 ]
RWCU-2 5 E-P: 4"- P 12 10 2605-3 'G.L. 88-01' RWCU 5 P-E 4" :P 12 10 2605-3 G . L .' 88-01
. RWCU-4~ 5 E-P 4" P 12 10 2605-3 G.L. ' 88-01 RWCU-5 5 P-E 4" P 12 10 2605-3 G.L. 88-01 RWCU-6' 5 E-P 4" .P 12 10 '2605-3 G.L. 88-01 a
RWCU-7 5 P-E 4" P 12 10 2605-3 G.L. 88-01 RWCU-8 5 E-P 4" P 12 10 2605-3 G.L. 88-01 '
RWCU-9 5. 'N-E 4" P.12 10 2605-3 G.L. 88-01 RWCU-10 5 N-P 4" P 12 10 2605-3 G.L. 88-01 RWCU-11 5. P-E 4" P 12 10 2605-3 G.L. 88-01 RWCU 5 E-P 4" P 12 10 2605-3 G.L. ' 88-01.
RWCU-13 5 P-E 4" P 12 10 2605-3 G.L. 88-01
- RWCU-14 5 E-P- 4" P 12 10 2605-3 G.L. 88 -01 RWCU-15 5 -P-P 4" P 12 10 2605-3 C.L. 88-01
- "- RWCU-16 5- P-E 4" P 12 10 2605-3. G.L. 88-01 RWCU-17 5 E-P 4" P 12 10 2605-3 G.L. 88-01 RWCU-18 5 P-E 4"- P 12 10 2605-3 G.L. 88-01 RWCU-19 5- E-P- 4" P 12 10 2605-3' G.L. 88-01 5 P-E 4" , P 12 10 2605-3 G.L. 88-01 RWCU-20 RWCU-21 5 E-P 4" P 12 10 2605-3 G.L. 88-01 RWCU-22 5 P-E 4" P 12 10 2605-3 C.L. 88-01 RWCU-23 5 E-P 4" P 12 10 2605-3 G.L. 88-01 RWCU-24 5 P-P 4" P 12 10 2605-3 G.L. 88-01 RWCU-25 5 P-P 4" P 12 10 2605-3 G.L. 88-01 RWCU-26 5 P-E 4" P 12 10 2605-3 G.L. 88-01 RWCU-27 5 E-P- 4" P 12 10 2605-1 G.L. 88-01 RWCU-28 5 P-E 4" P 12 10 2605-1 G.L. 88-01 RWCU-29 5 E-T 4" P 12 10 2605-1 G.L. 88-01 5 P-T 4" P 12 10 2605-1 G.L. 88-01 July 89 RWCU-29A'
'RWCU-30 5 T-P 4" P 12 10 2605-1 G.L. 88-01 R'4CU-31 5 P-E 4" P 12 10 2605-1 G.L. 88-01 5 E-P 4" P 12 10 2605-1 G.L. 88-01 ,
RWCU-32 5 P-E 4" P 12 10 2605-1 G.L. 88-01 RWCU-33 Page 1 of 3
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AISI/ 'CFIG- SIZE MAT W 81-CAL- ISO- REMARKS
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,s -RWCU-34 5 'E-P 4" P.12 10 2605 G.L. 01~
-RWCU-35; - 5 'P-E 4" .P 12 10. 2605 G.L. '. 88-01 '
RWCU-36, .5 E-P- 4"~ P 12 10 '2605-1.. G.L. 88-01
-RWCU-37 5 -- P-E' 4" - P 12 10- 2605-1 C . L~. 88-01
'RWCU-38 5 E-P 4" P 12. 10 ~2605-1 'G.L. 88-01
~ RWCU-39' 5 P-E 4" P.12' 10- '2605-1 G.L. 01-:
b 'RWCU > 5 >E-P' 4"- ? 12. 10 2605-1. G.L. 88-01 l" RWCU 5- P-E 4" ~P 12 10 2605-1 'G.L.- 88-01
'RWCU-42 ' 5 E-P. 4" P 12 10 '2605 G.L. 88-01 fi G.L. 88-01.
C ~ RWCU S" P-P 4"' P 12 10 2605-1~
RWCU 5 P-E 4" P 12 10- 2605-1 G.L. 01 n
- RWCUl 45L 5--- .E-P 4" P 12 10 .2605-1 G.L. 88-01 RWCU-46 5 P-E 4" P 12: 10 2605-11 G.L. 88-01' RWCU-47 5- E-Va- - 4" P 12' 10 2605 G.L. 88-01 RWCU 5. V-P 4" P 12 10 2513. G.L. 01
'4" 2513-1 G.L. 88-01' I-A RWCU-O 15 = P-P P 12 10 G.L. 88-01
'. :2605-2
'RWCU-50L i- P-N :4" P 12 10
.RWCU-51' 5 E-P 4"- P 12- 10 2605-2 G.L. 88-01
- i. ' , -RWCU-52L 5 P-E 4"- P 12 10 2605-2' G.L. 88-01 RWCU-53 5 -P-P 4" P'12 10 2605-2 G.L. 88-01 q t RWCU-54: 5 E-P l 4'? P-12 10 2605-2 G.L. 88 RWCU 5 P-E 4" P 12 10 2605-2 G.L. 88 RWCU-56 5 E-P 4" P 12 10 2605-2 G.L. 88-01 RWCU-57 5 P-E 4" P 12 10 2605-2 G.L. 01 RWCU-58 5 E-P 4"- P 12 10 2605-2 G.L. 88-01 RWCU-59 5 P-E 4" P 12 10 2605-2 G.L. 88-01 RWCU-60 5 T-P 4" P 12 10 2605-2 G.L. 88-01 RWCU-61 5 Re-T 4" P 12 10 2605-2 G.L. 88-01
'RWCU-62 5 Re-T 4" P 12 10 2605-2 G.L. 88-01 CWB-BF-8 5 P-Va 4" P 12/c.s. 10 2513-1 G.L. 88-01 CWA-CF-30 5 V-P' 6" P 12 11 2605-4 G.L. 88-01 July'89-
~C. ' A-CF-30A 5 'P-P 6" P 12 11 2605-4 G.L. 88-01 July 89
'5 P-E 6" P 12 11 2605-4 G.L. 88-01 July 89 NWA-CF-31 E-P 6" P 12 11 2605-4 G.L. 88-01 July 89 CWA-CF-33 5
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. CWA-CF-33A 5 P-P' 6" Pl12' 11' 2605-4 G.L. 88-01
.. CWA-CF-33B' 5 P-P. 6"- P 12 11' ' :2605-4 G.L. 88-01 CWA-CF-34 5 P-T. 6" P 12 11' 2605-4 - G.L. 88-01
' CWA-CF-37 5 T-E 6" P 12 11- 2605-4 G.L. : 88-01 CWA-CF-38 5 E-P 6" P 12 11 2605-4 G.L.'88-01 July 89-.
CWA-CF-39A. 5 P-P. 6 '.' - P 12 11 ~ 2605-4 G.L. 88 CWA-CF-40' 5 P-E 6"' P 12 11 2605-4 G.L. 88-01 CWA-CF-42, 5 E-RT. 6" P 12 11 2605-4 C.L. 01 CWA-CF-43 5' RT-R 6" P 12 11- 2605-4 G . L .' 88-01 CWA-CF-44~ 5 RT-R' 6" P 12 11- 2605-4 G.L. 88-01
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NDPSEl INFORMATION LETTER L SAN JOSE. CALIFORNIA Jh 9
May 17, 1988 SIL No. 465 Category 4 File Tab B p JET PUMP MIXER UNUSUAL SURFACE OBSERVATIONS i
BackRround A video recording of a routine in-vessel inspection at a BWR during a recent refueling outage showed an unusual surface condition on the jet pump mixers.
Toa purpose of this SIL is to inform BWR owners of the observation. Please note that this is a Category 4 SIL. Category 4 SILs do not contain recommen-dations.
l Discussion The video recording showed irregular reflections od the inside surface of the l Jet pump mixer inlet lip between the mixer-to-nozzle webs. Some observers at-tributdd the reflections to erosion of the mixer surface. Others suggest that the reflections are caused by crud deposits on the mixer surface. The utility in question plans to inspect these surfaces more closely during the plant's .
I next refueling outage.
GE vill provide additional information on these observations if it becomes available to GE. In the meantime, utilities may wish to inspect their plants' jet pump mixer surfaces during the next jet pump inspection.
If you would lika to receive additional information on this subject, please i
contact your local GE Nuclear Energy Service Representative.
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Technical Source: F. E. Young t
Issued by: Oh J. G. Moore Marketing Services Manager, . Product Communications Product Reference B33: Reactor Recirculation System O .
G E N ER AL- @ ELECTsic -
NO WARRAp(TY OR REPRESDitATeON ExPfqESSED OR mAPLIED 15 MADE WITH RESPECT TO THE ACCLAACY. COMPLETENESS $ OR USEFUUESS OF THt$ INFORMATION.
GOERAL RECTnsC COMPANT A$$UMES NO RESPONSIBILITY FOR LnA8eLffY OR OAMAGE WHeCH MaY RESULT FROM THE USE OF THIS INFORMATeord.
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SAN JOSE, LIFORNIA February 22, 1989 SIL No. 462 Supplement 1 File Tab B Category 1 SHROUD SUPPORT ACCESS HOLE COVER CRACKS
Background
SIL 462, issued by GE Nuclear Energy on February 1, 1988, reported that crack-ing of the shroud support access hole cover was detected at a BWR/4 and con-tained recommendations regarding susceptibility, inspection and structural margin determinations and repair options if cracking is detecited. This Sup-plement 1 to SIL 462 furnishes information on recently completed inspections, current data on the location and extent of cracking and recommendations for continued inspection, including inspections at BWRs whose design eliminated the Alloy 600 crevice but retained a 316L stainless steel crevice.
Discussion The first examination of the shroud support access hole cover was conducted in January 1988 using a 45' shear wave and a semiautomatic scanning system with manual data evaluation and recording. As reported in SIL No. 462, that exam -
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ination indicated evidence of cracking in the access cover plate base metal.
Since the time of the original examination, several improvements have been in-corporated into the examination technique. These improvements include the use of GE's " SMART UT" system with automatic scanning capabilities and data acqui-sition in conjunction with an additional refracted longitudinal examination angle for detection of planar reflectors in the weld and heat affected zone-
.(HAZ) on the shroud support ledge side of the weld.
Examinations have'been performed at six other BWRs using the improved examina-tion technique. No intergranular stress corrosion cracking (IGSCC) cracking has been detected at these plants.
In August 1988, using the improved techniques, GE Nuclear Energy reexamined the original BWR/4's shro'ud support access hole covers in which crack indica-tions were found. This reexamination confirmed the presence of cracking and the automatic data acquisition, which permitted off-line analysis, provided a better evaluation of the location of the cracks. As shown in the sketch on l the next page, the cracking was in the area of the vertical fusion line on the l
shroud support ledge side of the weld. The cracking initiated in the vertical crevices of both access hole covers.
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GENERAL h ELECTRIC NO WARRANTY OR REPRESENTATION EXPRESSED OR M8 LED IS MAOE wrTH RESPECT TO THE ACCURACY. COMPLETENESS OR USEFU GENERAL ELECTRIC COWANY ASSUMES NO REGPONSIBU?v FOR LIABluTV OR DAMAGE WHICH MAY RESULT FROM THE USE OF THIS IN
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- Cracking Detected Along Vertical Fusion Line !
A e T- Access Hole Cover Plate
, i Access Hole Cover Ledge l l A better assessment of the extent .of cracking at the BWR/4 was obtained using
\ the improved techniques. One cover had intermittent cracking over 360' of its gi
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' circumference with an average' through wall depth of 40% of the access cover plate thickness (indicated by T in the ~ sketch) and a maximum of 80% of T. ~ The other cover..had intermittent cracking over a total length equivalent to about 25% of its circumference. The average depth of the cracking in this cover was After this finding' regard-approximately 20% of T with a maxinw.a of 40% of T.
ing the location of the' cracking, GE reviewed. data obtained at. the other six BWRs in detail and 'again concluded that.their ' shroud support access hole cov-
- ers were not cracked.
h Based -on .the original data and these new data on the location and extent of the cracking, the cracks appear to be typical of IGSCC found previously in Alloy 600 material in other reactor vessel coeponents. The safety evaluation presented in the original SIL No. 462 remains valid.
Recommended Action GE Nuclear F ergy recommends that BWR owners continue ultrasonic testing (UT) inspections of access hole cover welds in their plants until baseline data on the current condition of the access hole covers and their wgids are - available for all BWRs. With such data, it will be relatively easy to decide between
- continued operation or remedial action. The data also will provide a baseline for establishing the need for future inspections considering such factors as
- ' water chemistry, use of hydrogen water chemistry and the incidence of problems with other reactor components such as shroud head bolts.
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' UT examinations of the covers are not recommended for later BWRs whose design eliminated the crevice in Alloy 600 but retained _a- crevice in 316L stainless
. steel in one of the access hole covers. The probability is low that IGSCC cracking will have occurred this early in such plants because creviced 316L stainless steel ,is' less susceptible to IGSCC cracking and these plants' have
- , ,: . ' operated for relatively short times. . Although UT arm =Mation of the cover is -
not considered necessary at this time for these plants, the access hole cover i: that contains the 316L stainless steel crevice should be included in plant in-service inspection programs and should receive a visual examination during the plants' tenth year of operation. A schedule'of subsequent visual examinations
- i. should be established based on such factors as water chemistry, use of hydro--
gen water' chemistry and incidence of problems with other reactor components.
To receive additional information on this subje,:t or for assistance in-imple- .O menting the recommendations, please contact your local GE Nuclear Energy Ser-vice Representative.-
Technical Source:. J. P. Clark
- L'. E. Suggs
.Al Issued by: ' /l O J. G. Moore Marketing Services Manager, Product Comemnications Product Reference Bil: Reactor Pressure Vessel ft' JO... -
EW!bFM INFORMATION LETTER SAN JOSE, CALIFORNIA March 15, 1989 SIL No. 289 g Revision 1 File Tab S Supplement 1 Revision 1
' Category 1 This Revision 1 to SIL 289 Revision 1 Supplement 1 clarifies the recom-mended action identified in the Supplement issued by GE Nuclear Energy on February 23, 1989, and deletes the stata-ant that only the front cover plate need be inspected at certain plants. Changes appear only in the first paragraph under Rar==andad Action. This Revision J voids SIL 289 Revision 1 Supplement 1.
CORE SPRAY PIPING VISUAL INSPECTION
Background
l' The USNRC's I&E Bulletin No. 80-13, " Cracking in Core Spray Spargers", issued May 12, 1980,' reported the occurrence of cracking in the core spray sparger and required visual inspection of associated piping at every refueling outage.
As a result of continuing review of the core spray system by GE Nuclear Ener-gy, two other welds have been identified that are susceptible to cracking.
These are the weld joining the T-box to its front cover plate and the creviced weld joint which connects the T-box to the core spray thermal sleeve. Figure 1 shows'the locations of these welds. l Discussion The T-box to front cover plate veld joint is accessible for visual inspection.
The T-box to thermal sleeve weld joint is not easily accessible for inspection because it is recessed into the reactor pressure vessel (RPV) nozzle; however, limited visual inspection is possible. If cracking occurs, its propagation may not be detected, in which case the T-box may separate from the thermal sleeve. If such separation occurs during activation of the core spray system, part of the incoming flow may be diverted into the annulus between the RPV and the shroud and, therefore, be unavailable for core spray cooling.
Plants susceptible to T-box separation are BWRs/3, 4 and 5. (Earlier BWRs do not contain such welded joints. Later BWRs contain T-boxes that are free of creviced weld joints.) Some of the affected plants contain more brackets con-necting the core spray line to the vessel wall than are shown in Figure 1. In such plants, the additional brackets are located near the T-box, are welded to the RPV and will minimize separation of the T-box from the thermal sleeve if complete weld joint failure occurs.
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GENEi!AL ELECTRIC NO WARRANTY OR FEPRESDdTATION DMtESSED OR IMPUED 15 MADE WTTH F(SPECT TO THE ACCUl%CY.COMPLETD(SS OR US GENERAL ELECTMIC COMPANY ASSUMES NO RESPONSIBILrtv FOR uABluTY OR DAuAGE W4aCH MAY RESULT FROM THE USE OF THl5
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Supplement 1 Revision 1 Category 1 From its safety evaluation of the T-box to thermal sleeve joint, GE has con-cluded the following:
o Assuming the most ' severe conditions of joint failure and no additional brackets in the proximity of the T-box, a maximum of 35% of the incoming flow may be diverted into the annulus between the shroud and RPV. The remaining 65% will meet Emergency Core Cooling System (ECCS) performance requirements for core spray cooling and reducing fuel cladding peak tem-perature. .
A 10CFR Part 21 substantial safety hazard does not exist. However, GE o
has identified this condition to the USNRC in a Germane To Safety notifi-cation.
Recommended Action GE recommends that BWR 3, 4 and 5 owners add inspections of the T-box to frent cover plate veld joint and the T-box to thermal sleeve weld joint to the in-spections they perform in response to the requirements of USNRC I&E Tsulletin
_(.p/ No. 80-13. A visual inspection by remote camera is recommended at each re- (;' '
fueling outage.
GE currently is developing an augmented method of visual examinati.on and/or a volumetric method of examination for the T-box to thermal sleeve weld to char-acterize this weld joint's condition further. GE expects that the improved inspection method will be available by the end of 1989.
To receive additional information on this subject or for assistance in imple-menting the recommendation, please contact your local GE Nuclear Energy Ser-vice Representative.
Technical Source: G. A. . aver Issued by: [h l
J. G. Moore -
l Marketing Services Manager, Product Communications Product Reference Bil: Reactor Assembly k
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. Supplement 1 Revision.1 Category 3
/ CREVICED WELDS l:
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RWDME l INFORMATION LETTER ~ SAN JOSE,CAUFORNIA 7
i SIL No. 459 December 15, 1987 Category 1 File Tab B Please note that this SIL is a follovup to RICSIL No. 001 issued by GE on May 21, 1986.
BYRON-JACKSON RECIRCULATION PUMP SHATT & COVER CRACKING Backcround A number of PWR reactor coolant pumps and BWR reactor recirculation pumps man-
- ufactured by the Byron-Jackson Company (B-J) have been disassembled and in-spected during the past few years because of the length of time the pumps have been in operation, ASME Section XI ISI requirements and some operational prob-lems. Thermal fatigue cracking has been observed in several pumps.
which, in part, ad-t v CE Nuclear Energy issued RICSIL No. 003 on May 21,1986, B-J issued a re-dressed thermal fatigue cracking in pump shafts and covers.Both documents con-lated advisory (Tech Note 8701-80-005) in January 1987.
tained the conclusion that although the observed cracking was andundesirable, observations.it was considered to be relatively beni n 5 based on analyses Cracks were expected to exhibit virtual arrest or show very small growth for The Janu-depths exceeding 0.2 inches (shafts are 5 to 8. inches in diameter).
ary 1987 B-J Tech Note recommended thatRecent utilities disassemble findings, however,andindicate inspect the pumps at the first convenient opportunity.
that the cracks may represent a threat to pump reliability.
Discussion Recent observations and measurements of the pumps in operating installations in show that some cracks have penetrated to depths greater than 0.3 inches These depths are greater than previously anticipated both shafts and covers. In the cover, cracks are based on the expected frequency of thermal cycling. ,,
axial and could be of sufficient depth to penetrate the closed cooling water This (CCW) circuit if cracks and flow passages are at corresponding azimuths.
represents a risk of contaminating a normally clean system and possibly sub.
No such occurrences have been reported.
jecting it to higher pressures.
In the shaft, some cracks change orientation from axial to circumferential.
This represents an increased risk of shaft failure under normal operating con-f O
GENERAL $ ELECTRIC
j .
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b SIL No. 459 Category I ditions if 'the cracks propagate to sufficient depth or under abnormal condi-tions if the shaft is subjected to increased dynamic loading as could occur from cavitation or by a foreign object becoming lodged in the pump. No such failures have been reported in BVR pumps.
During the period in which these recent field observations were made, B-J per-formed an analysis of the crack initiation and growth mechanisms. This work included analysis of recent test data from a full scale operating temperature pump shaft and cover mock-up. The data verified previous conclusions that mixing cold seal purge flow with hot system vater initiates cracks. The data also showed that previously unknown low frequency fluctuations occur. Shaft and cover crack growth analyses considering these low frequency fluctuations support the field observations and indicate that such themal cracks can pen-etrate to depths beyond the observed depth of approximately 0.3 inches, but at low propagation rates. cracking in pumps without seal purge can occur but is expected to be less severe and to occur at a higher position on the shaft and cover.
Recommended Actiofj' CE reconomends that BVR owners consider these findings and develop contingency
( plans to prevent negative; impact on power production and to minimize effects on outage maintenance activities. CE recommends that such contingency plans include the following.
- 1. Review pump and system design, period of operation and maintenance histo-ry. Correlate with other field experience to assess the potential impact on the pump or pumps in question. For pumps with a high potential for significant cracking, the following actions should be considered:
- Install shaft probes to monitor shaf t vibration response to protect against consequential damage in the event crack propagation changes from thermally driven to mechanically driven.
- Monitor CCW effluent for contamination by reactor coolant to provide early warning and to minimize contamination of external CCW system and equipment in the event communication develops between these sys-tems.
- 2. Review ASKE Section Il 151 plans and commitments and establish plans vhich consider the recent findings described in this $11.. Schedule in-spections of pumps with greater than 80,000 hours0 days <br />0 hours <br />0 weeks <br />0 months <br /> of pump operation to detect cracks and implement corrective actions before excessive crack growth occurs, p 3. Prepare an inspection plan and develop the following:
V ).
- Methods for examining pump shaf ts and covers 2-
, ~.
- l;;.. -
Category 1 ,
- Criteria for return to service
- Repair methods and alternatives considering AIARA
- Plans for replacement of existing parts or use of improved designs BUR utilities are requested to inform CE of the resnits of pump examinations.
' This information will be used to characterize crack growth behavior and can be used to develop inspection and maintenance actions for other pumps.
If you would like additional information on this subject, please contact your l local CE Nuclear Energy Service Representative. .
Technical Source: J. H. Oates Issced by: < , DW J. C. Ifoore Marketing Services Manager -- Product Communications G
Product
Reference:
531: Reactor Recirculation System
9 RAPID INFORMATION COMMUN,ICATION
^
SERVICES INFORMATION LETTER ,
Il l SAN JOSE. CALIFORNIA l l
RICSIL No. 038 February 8, 1989 NOTICE GE Nuclear Energy is distributing this Rapid Informa-rion Communication Services Information Letter (RIC- At SIL) to all owners of GE Boiling Water Reactors.
the time of this distribution, applicability of the information in this RICSIL to specific plants has not been defined.
If, in the opinion of GE, subsequent action related to the infomation contained in this RICSIL is necessary, If you would like GE will inform owners of GE/BWRs.
more information about this RICSIL, please contact I your local GE Nuclear Energy Service Representative.
RECIRCULATION PUMP hTDROSTAT1C BEARING FLANGE FAILURE i O Background Instances of recirculation pump hydrostatic bearing baffle plate cracking have t recently been reported to GE Nuclear Energy. These instances have all occur-red in Byron Jackson design pumps operating in BVRs located outside the United !
W tes. The pumps in question In vere manuf actured both by Byron Jackson and a one case, failure occurred resulting in inter- l licensee of Byron Jackson. to ;
nal damage to the pump and a number of loose parts were swept downstreamThis failur the jet pumps in the reactor vessel.In the other cases, the onset of failure was observed 'dur bration alarm.
routine pump inspe : tion and maintenance; corrective action was implemented and the pumps were returned to service.
The purpose of this RICSIL is to infona BWR owners of these events and to pro-vide additional technical details as known to GE Nuclear Energy.
Discus 4Ln 5 and 6 employs an internal The Byron Jackson pump design used in DT/3, 4, The hydrostatic bear-hydrostatic bearing to support pump shaft radial loads.The differential head of the pump ing is located just above the impeller. With the exception of two this hydro-provides hydrostatic pressurization of the bearing.BWR/6s located in the U.S.
static bearing is desiEned with a non-rotating bearing baffle plate to mini-r U
GENERAL @ ELECTRIC
.: ..amw. -s at=atst . c .- . t..atsst := usut: <s vet <..w ass tc- o %t at:v a e count esess oa uses..stss or s **oaur 0.
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RICSIL 038 Many plants have a welded design mize turbulence in the bearing orifices.
wherein this baffle plate is attached toCircumferential the outside of the cracking hydrostatic has been bear-ob-ing structure with two fillet velds.
served in and around these fillet welds.
It is important to note that all of the instances of cracking, including the mest recent pump failure, involved Byron Jackson design pumps with large in-peller diameters of approximately (The39baffle 1/2 inches -but notisallslightly plate diameter largersmal-diam.ter pumps have expericreed cracking. No failure (or cracking) of the baffle plate 1er than the impeller diameter).
welds less.
have been reported for pumps with impeller diameters o many plants with the welde4 (smaller dia-35 inches or less. In addition, meter) design have a significantly greater nueber of For operating hoursGE this reason, than Nu-the - _.
pumps (located elsewhere) with cracked baffle plates.
clear Energy does not believe that an immediate shutdown and pump ins is necessary for BWRs in the U.S.
pumps disassembled and inspected, BVR owners should plan. Individually, GE will contact owners of BWRs located outside the U. S.
whose plants have larger diameter impellers to provide plant unique recommend-ations.
c
' GE is studying the crack mechanism with Byron Jackson with the goal of evalu-g ating the cause. GE will inform BWR owners of additional information on this subject as it becomes available.
GE requests that BWR owners inform recommendations for other GE of the results o can be used to develop inspection and maintenance utilities.
Technical Source: R. L. Hughes 2
Issued by:
J. G. Moore Marketing Services Manager - Product Communications Product Reference B31: Reactor Recirculation System O
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