ML19320C897
| ML19320C897 | |
| Person / Time | |
|---|---|
| Site: | Davis Besse  |
| Issue date: | 06/30/1980 |
| From: | Doug Garner Office of Nuclear Reactor Regulation |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| NUDOCS 8007180229 | |
| Download: ML19320C897 (33) | |
Text
{{#Wiki_filter:- 6 pn Kio .! ) ; s-q [o,h UNITED STATES NUCLEAR REGULATORY COMMISSION
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WASHINGTON, D. C. 20555 s +.... June 30, 1980 Docket No. 50-346 FACILITY: Davis-Besse, Unit No. 1 LICENSEE: Toledo Edison Company ~
SUBJECT:
SUMMARY
OF JUNE 10, 1980 MEETING WITH THE TOLEDO EDISON COMP /.NY (TECO) AND BABC0CK & WILC0X (B&W) REGARDING FUEL ASSEMBLY (FA) 1 HOLDDOWN SPRING FAILURES AT DAVIS-BESSE 1 (DB-1) AND OTHER d&W PLANTS Introduction On June 10, 1980, the NRC met with representatives of TECo and B&W to hear a discussion on the status of B&W findings concerning the FA holddown spring failures that have occurred at DB-1 and other B&W reactor facilities. Represent-t atives from the Duke Power Company and the Florida Power Corporation were also present. A list of the attendees is given in Enclosure 1. Slides used during the meeting are shown in Enclosure 2. Discussion The holddown spring failures were first discovered at DB-1 on May 13,1980. Inspections to date at that facility have indicated a total of 11 springs which are cracked, broken, or suspected of being broken. As a result of the 08-1 discoveries, B&W notified the other B&W licensees to conduct an examination of core videotapes and FA's in the spent fuel pool. As of this time, one failed spring was discovered at the Crystal River 3 (CR-3) plant, and four failed springs were found in the Oconee Unit 3 spent fuel pool. No other licensees have reported any failed springs. The technical discussion of the meeting was carried primarily by B&W. The main thrust of the discussion was that operation of any of its. ' actors with failed holddown springs was not a safety concern. The primary cocponents of l the discussion were as follows: 1. Description of the Holddown Spring l A description of the location and function of the spring in the FA was l provided. A history of the design changes for the spring was presented. l It was pointed out that springs which had experienced failures were all l from designs from 1975 and before. Three design changes have occurred since 1975. 2. Causes of Failures _ In its search for the cause of the failures, B&W used various avenues including archive material examination, hot cell examination of irradiated springs, rising load and etch tests, vendor audits, and stress analysis. 8007180gg,q
l .I a Archive examination of the heat of material used for the 08-1 springs revealed a coarse grain structure on the outer surface. It was suggested that this coarse grain structure provides a reduced resistance to fatigue failure. Irradiated spring examinations included two broken and two unbroken springs from DB-1, and one broken spring from CR-3. B&W concluded from these examinations that the 08-1 failures were due to fatique crack initiation and propagation by stress corrosion cracking (SCC). The CR-3 1 . failure was considered to have occurred due to fatique initiation as well as_fatique propagation. The newest material design has controlled grain size as well as the most resistance to SCC. d Consequences of Operating with Broken Springs 3. B&W discussed the consequences of operating with broken springs in terms of FA lift, loose parts, and the effect on control rod insertion. A "best estimate" calculation to determine if FA lift could occur was done I using DB-1 values of full power and full flow. The calculation assumed no spring holddown force was present and neglected frictional forces. The results concluded that no rodded assembly would lift, but some unrodded assemblies would experience a net lift force of greater than 50 pounds. With the additional holddown capability of a spring broken in one place, no upward movement of a FA could take place. The final con-clusion by B&W was that positive holddown margin was still retained even with a broken spring. B&W corroborated their calculation by noting that inspection of a FA at DB-1 which had experienced a double broken spring revealed no unusual wear marks or damagd that might have occurred if the assembly was lifted during operation. Should one hypothesize FA j lift to occur, reactivity effects would be negligible, but resultant lateral movement of the assembly could cause fuel rod damage. From the standpoint of loose parts, B&W stated that there have been no reports of loose parts detected that could result from broken springs. A spring broken 4 in more than tse place could lead to loose parts and these would end up in the top of the steam generator. A monitoring system would detect this. Concerning contro rod insertion capability, B&W stated that there have been no observed problems in this regard to date. It was pointed out that required rod exercise would detect a problem if it were to occur. In conclusion, B&W stated that the low probability of a broken spring occurring (in plants other i than DB-1) together with a safety analysis utilizing the one-struck-rod criteria is sufficient to ensure this problem does not constitute a safety concern. 4 Conclusion Although.this meeting had been called for the purpose of discussing the status -of.the spring problem for DB-1,-B&W was able to draw the conclusion that the problem did not constitute a safety concern for any of the B&W operating reactors. l It was stated that the final remedy for DB-1 in particular was still a point of discussion between B&W and TECo, but that replacement of at least the broken
- springs will be:a minimum requirement. The criteria to be applied in the final fix would be:
F 1. Use of a material that is less susceptible to SCC. 2. Minimize periods of plant operation between 200 F and 300 F. 3. Use of a material having a controlled grain size. 4. Tighter control on spring dimensions. 5. A reinspection for minor surface cracks in the first active coil of the spring. t TECo indicated that the repair of the FA's would be conducted under the pro-visions of 10 CFR 50.59 without prior NRC approval. However, the staff stated that in the upcoming reload report, we intended to address the matter. There-fore, TECo was requested to provide the NRC with the details of the final remedy that is to be utilized. / 1( (/d' //k Daniel G ner, Project Manager Operati Reactors Branch #4 Division of Licensing
Enclosures:
1. List of Attendees 2. Slides used by B&W during the meeting cc w/ enclosures: See next page 1 l l 1 l 1 I ( 1 l i
1 Toledo Edison Company cc w/ enclosure (s): U. S. Nuclear Regulatory rxinission Mr. Donald H. Hauser. Esq. Resident Inspector s Office The Cleveland Electric 5503 N. State Route 2 Illuminating Company Oak Harbor, Ohio 43449 P. O. Box 5000 Cleveland, Ohio 44101 Director Technical Assessment Of c Radiation Programs a, P t ma Po t U. nv ronmental Protection Agency 18 MS e .W. Washington, D.C. 20036 Crystal Mall #2 Arlington, Virginia 20460 Leslie Henry, Esq Fuller,Seney,He[1ryandHodge U. S. Environmental Protection Agency 300 Madison Avenue Federal Activities Branch Toledo, Ohio 43604 Region V Office ATTN: EIS COGRDINATOR Mr. Robert B. Borsum 230 South Dearborn Street Babcock & Wilcox Chicago, Illinois 60604 Nuclear Power Generation Division Suite 420, 7735 Old Georgetown Road Bethesdt., Maryland 20014 Ohio Department of Health ATTN: Director of Health Ida Rupp Public Library 310 Madison Street 450 East Town Street Port Clinton,0hio 43452 Columbus, Ohio 43216 President, Board of County Coninissioners of Ottawa County Port Clinton, Ohio 43452 Attorney General Department of Attorney General 30 East Broad Street Columbus, Ohio 43215 Harold Kahn, Staff Scientist Power Siting Commission 361 East Broad Street Columbus, Ohio 43216 Mr. Rick Jagger Industrial Commission State of Ohio 2323 West 5th Avenue Columbus, Ohio 43216 Mr. Ted Myers Licensing Engineer Toledo Edison Company Edison Plaza 300 Madison Avenue Toledo, Ohio 43652
' LIST OF ATTENDEES JUNE 10,1980 MEETING ATTENDEE ORGANIZATION - R. W. Reid NRC/NRR D. J. Garner- -NRC/NRR M.-Tokar NRC/NRR D. E. Bessette NRC/ACRS M. J. Wise NRC/NRR ~ H. Wilbur NRC/IE E. J. Brown NRC/AEOD E. C. Novak TECo R. Sund TECo T. Meyers TECo D. Dibert TECo l E. Coppola B&W R. A. King B&W K. O. Stein B&W J. T. Wilise B&W J. Tulenko B&W G.'A. Meyer B&W G. Cleninger B&W P. Y. Baynard' FPC F. Philpott DPC S. W. Brown DPC 4 R. L. Gill DPC f l P. Soong NUS Corporation J. McCarthy General Public Utilities Service Company i l-I h t-l- f.
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MEETING
SUMMARY
DISTRIBUTION Licensee: Mr. Lowell E. Roe Vice President, Facilities Development Toledo Edison Company Edison Plaza 300 Madison Avenue Toledo, Ohio 43652 H. Denton E. G. Case Docket File NRC PDR L PDR . ORB #4 Rdg NRR Rdg DEisenhut RTedesco TNovak Glainas ORB Branch Chiefs (5) ORB Project Manager - D. Garner ORB Licensing Assistant - R. Ingra.m OELD AE0D IE-3 RFraiey, ACRS-16 Program Support Branch Meeting Summary File NRC Participants M. Tokar D. E. Bessette M. J. Wise H. Wilbus' E. J. Brown f k ....-e .}}