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Category:GENERAL EXTERNAL TECHNICAL REPORTS
MONTHYEARML17292B2641998-03-0404 March 1998 Performance Self Assessment,WNP-2 ML17292A3921996-06-30030 June 1996 WNP-2 Ten Mile EPZ Evacuation Time Estimate Study ML17291B2931995-12-31031 December 1995 Adjustable-Speed Drive Retrofit for Ormond Beach Fd Fans ML17291B1401995-07-0606 July 1995 Technical Evaluation Rept,Wppss Plant No 2,Pump & Valve Ist,Rev 0,Second Ten-Yr Interval ML17291A9421995-06-30030 June 1995 Rev 0 to IPE of External Events WNP2 ML17291A8821995-06-26026 June 1995 WNP-2 IPEEE Main Rept ML17291A5691994-12-0707 December 1994 Simulator Facility Certification ML17291A4481994-10-13013 October 1994 WNP-2 Response to Request for Addl Info on Emergency Classification ML17291A2901994-07-31031 July 1994 WNP-2 IPE Main Rept ML17290A9181993-12-27027 December 1993 Justification for Revised Tornado Design Criteria,Rev 1 ML17290A6901993-10-0808 October 1993 Revised Significant Hazards Consideration Assessment for WNP-2 Power Uprate W/Elll ML17290A6861993-09-27027 September 1993 Rev 1 to Evaluation of Sources of Radioactive Matl Found in Cooling Tower Sediments at Washington Nuclear Plant 2 ML17290A3831993-05-18018 May 1993 Rept R-R8-111 Re Flaw in Reactor Recirculation Piping ML17289B0751992-11-23023 November 1992 Rev 0 to Technical Memorandum Tm 2025, Secondary Containment/Standby Gas Treatment Design Basis ML17289A9881992-10-0707 October 1992 Containment Atmosphere Control Sys (CAC) Summary Issues ML17289A8301992-08-31031 August 1992 Vol 1 Main Rept WPPSS-FTS-133, WNP-2 Inidividual Plant Exam ML17289A7251992-06-30030 June 1992 Institutional Custody Fiduciary Svcs ML17289A7231992-06-30030 June 1992 Institutional Custody Fiduciary Svcs ML17289A9281992-06-24024 June 1992 WNP-2 Simulator Certification NRC Form 474 Supporting Documentation ML17289A5351992-05-11011 May 1992 App B, 8X8 Extended Burnup, of EMF-92-040, WNP-2 Cycle 8 Reload Analysis ML17286B0211991-08-20020 August 1991 Root Cause Analysis Summary, Unsatisfactory Licensed Operator Requalification Program, Reflecting Causes of Operators Continued Inability to Respond to Severe Accident Conditions ML17286A9151991-06-30030 June 1991 Asset Summary 910630 ML17286A9141991-06-30030 June 1991 Summary of Transactions for 900630-910630 ML17286A5701991-01-23023 January 1991 Feeedwater Nozzle Insp Rept, Spring 1990 ML17285A9631989-12-27027 December 1989 Feedwater Nozzle Insp Rept for Refueling Outage RF89A Spring 1989 ML17285A8871989-08-14014 August 1989 Rev 0 to Commercial Grade Dedication Project for WPPSS Contract C-30298 ML17285A6411989-07-31031 July 1989 Instrument Air Sys Review Response to Generic Ltr 88-14. W/Six Oversize Figures ML17285A1971988-12-14014 December 1988 Feedwater Nozzle Insp Rept for Refueling Outage RF88A, Spring,1988 ML20237D3121987-11-30030 November 1987 Final Feedwater Temp Reduction Summary Rept ML17279A6251987-04-30030 April 1987 Rev 2A to WNP 1,2 10-Mile EPZ Evacuation Time Assessment Study ML17279A1911987-04-0707 April 1987 Comparision of Electrical Design of Wye Pattern Globe Valve Actuator W/Ball Valve,Hanford 2 & River Bend Design. Five Oversize Drawings Encl ML17279A2341987-03-31031 March 1987 Washington Nuclear Plant 2 Performance Indicator Rept ML20207N2661986-12-31031 December 1986 Assessment of Fire Protection Program Responsibilities & Administration ML20215B7271986-11-25025 November 1986 Feedwater Nozzle Insp Rept for Refueling Outage RF86A, Spring 1986 ML17278B0001986-08-22022 August 1986 Results of Insp of WPPSS-2 Cycle 1 Discharge Fuel ML17279A6481986-05-0101 May 1986 Draft Lead Test Assembly Program,Wpps 2 ML17278A8051986-03-31031 March 1986 Safety Review of WPPSS Nuclear Project 2 at Core Flow Conditions Above Rated Flow Throughout Cycle 1 & Final Feedwater Temp Reduction ML17278A4721985-09-30030 September 1985 Crdr & Emergency Procedure Functional Task Analysis Summary Rept ML17278A4281985-07-31031 July 1985 Washington Nuclear Plant Unit 2 Spray Pond Drift Loss Rept ML17277B6191985-01-31031 January 1985 Rev 2 to Description of Early Warning Sys for WPPSS Nuclear Plants 1 & 2 ML17277B5241984-10-0808 October 1984 Feedwater Piping Thermal Deflection Events, Final Design Engineering Rept ML17277B2451983-12-30030 December 1983 RHR Addendum to Design Verification Program ML17277B2201983-12-11011 December 1983 Qualification of Purge & Vent Valves at WPPSS-2, Vols 1 & 2 ML20080N1941983-12-0707 December 1983 Excerpt from Qvp Overview Rept,Vol I,Book 1 of 1.Related Info Encl ML17277B2961983-11-30030 November 1983 Rept to Governor J Spellman of State of Wa & Governor V Atiyeh of State of or ML17277B2231983-11-0808 November 1983 Qualification of Purge & Vent Valves at WPPSS-2, Vol 4: Rev 4 to Equipment Seismic & Hydrodynamic Requalification of 24-Inch Cylinder Operated Butterfly Valves for CSP-V-3, 4,5,6 & 9 & CEP-V-3A & 4A ML17277B2221983-11-0404 November 1983 Qualification of Purge & Vent Valves at WPPSS-2, Vol 3: Rev 2 to Equipment Seismic & Hydrodynamic Requalification of 30-Inch Cylinder Operated Butterfly Valves CSP-V-1 & 2 & CEP-V-1A & 2A ML17277A9431983-10-0707 October 1983 Response to NRC Human Factors Engineering Preliminary Design Assessment Audit Rept of 830826 ML17277A8701983-09-30030 September 1983 Design Reverification Program, Vols 1 & 2,final Assessment Rept ML17277A9541983-09-30030 September 1983 Independent Evaluation of Plant Verification Program at WPPSS-2:Vol 3 - Technical Audit Assoc,Inc Audit Repts 1998-03-04
[Table view] Category:TEXT-SAFETY REPORT
MONTHYEARML17284A9001999-10-31031 October 1999 Rev 0 to COLR 99-15, WNP-2 Cycle 15,COLR ML17284A8971999-10-18018 October 1999 SER Finding That Licensee Established Acceptable Program to Verify Periodically design-basis Capability of safety-related MOVs at WNP-2 Through Utils Commitment to All Three Phases of JOG Program on MOV Periodic Verification GO2-99-177, LER 99-S01-00:on 990903,failure to Take Compensatory Measure within Required Time Upon Failure of Isolation Zone Microwave Unit,Was Noted.Caused by Personnel Error.Provided Refresher Training on Compensatory Measures.With1999-10-0101 October 1999 LER 99-S01-00:on 990903,failure to Take Compensatory Measure within Required Time Upon Failure of Isolation Zone Microwave Unit,Was Noted.Caused by Personnel Error.Provided Refresher Training on Compensatory Measures.With GO2-99-180, Monthly Operating Rept for Sept 1999 for WNP-2.With1999-09-30030 September 1999 Monthly Operating Rept for Sept 1999 for WNP-2.With ML17284A8871999-09-27027 September 1999 Safety Evaluation Supporting Amend 158 to License NPF-21 GO2-99-170, Monthly Operating Rept for Aug 1999 for WNP-2.With1999-08-31031 August 1999 Monthly Operating Rept for Aug 1999 for WNP-2.With ML17284A8631999-08-10010 August 1999 SER Accepting Results of Reactor Recirculation Sys Suction Nozzle to safe-end Weld 24RRC(2)A-1 & Accociated Flaw Evaluation for Detected Flaw for WNP-2 ML17284A8391999-08-0202 August 1999 Safety Evaluation Supporting Amend 157 to License NPF-21 GO2-99-156, Monthly Operating Rept for July 1999 for WNP-2.With1999-07-31031 July 1999 Monthly Operating Rept for July 1999 for WNP-2.With ML17284A8331999-07-30030 July 1999 Safety Evaluation Supporting Proposed Alternative of Direct or Remote VT-1 Visual Exam of Pump Casing Welds Will Be Capable of Detecting Any Known Degradation in Carbon Steel Welds,Therefore Provides Assurance of Pressure Integrity 05000397/LER-1999-001, :on 990628,ESF Signal Closed All Eight MSIVs While Plant Was Shutdown.Caused by Failure of Relay RPS-RLY-K10D.Subject Relay Was Replaced & Tested on 990630. with1999-07-20020 July 1999
- on 990628,ESF Signal Closed All Eight MSIVs While Plant Was Shutdown.Caused by Failure of Relay RPS-RLY-K10D.Subject Relay Was Replaced & Tested on 990630. with
GO2-99-124, Monthly Operating Rept for June 1999 for WNP-2.With1999-06-30030 June 1999 Monthly Operating Rept for June 1999 for WNP-2.With GO2-99-106, Monthly Operating Repts for May 1999 for WNP-2.With1999-05-31031 May 1999 Monthly Operating Repts for May 1999 for WNP-2.With GO2-99-089, Monthly Operating Rept for Apr 1999 for WNP-2.With1999-04-30030 April 1999 Monthly Operating Rept for Apr 1999 for WNP-2.With GO2-99-069, Monthly Operating Rept for Mar 1999 for WNP-2.With1999-03-31031 March 1999 Monthly Operating Rept for Mar 1999 for WNP-2.With ML17292B6111999-03-26026 March 1999 SER Accepting Response to NRC Bulletin 95-002, Unexpected Clogging of Residual Heat Removal (RHR) Pump Strainer While Operating in Suppression Pool Cooling Mode, for WNP-2 ML17292B6061999-03-25025 March 1999 Safety Evaluation Accepting Relief Request RV02 GO2-99-048, Monthly Operating Rept for Feb 1999 for WNP-2.With1999-02-28028 February 1999 Monthly Operating Rept for Feb 1999 for WNP-2.With ML17292B5621999-01-31031 January 1999 Rev 1 to COLR 98-14, WNP-2 Cycle 14 Colr GO2-99-028, Monthly Operating Rept for Jan 1999 for WNP-2.With1999-01-31031 January 1999 Monthly Operating Rept for Jan 1999 for WNP-2.With ML17292B5401999-01-27027 January 1999 Safety Evaluation Supporting Amend 156 to License NPF-21 LD-99-002, Part 21 Rept Re Incorrect Modeling of BWR Lower Plenum Vol in Bison.Defect Applies Only to Reload Fuel Assemblies Currently in Operation at WNP-2.BISON Code Model for WNP-2 Has Been Revised to Correct Error1999-01-15015 January 1999 Part 21 Rept Re Incorrect Modeling of BWR Lower Plenum Vol in Bison.Defect Applies Only to Reload Fuel Assemblies Currently in Operation at WNP-2.BISON Code Model for WNP-2 Has Been Revised to Correct Error LD-99-003, Part 21 Rept Re XL-S96 CPR Correlation for SVEA-96 Fuel. Defect Applies Only to WNP-2,during Cycles 12,13 & 14 Operation.Evaluations of Defect Performed by ABB-CE1999-01-15015 January 1999 Part 21 Rept Re XL-S96 CPR Correlation for SVEA-96 Fuel. Defect Applies Only to WNP-2,during Cycles 12,13 & 14 Operation.Evaluations of Defect Performed by ABB-CE GO2-98-211, Washington Public Power Supply Sys 1998 Annual Rept. with1998-12-31031 December 1998 Washington Public Power Supply Sys 1998 Annual Rept. with GO2-99-006, Monthly Operating Rept for Dec 1998 for WNP-2.With1998-12-31031 December 1998 Monthly Operating Rept for Dec 1998 for WNP-2.With GO2-99-041, WNP-2 1998 Annual Operating Rept. with1998-12-31031 December 1998 WNP-2 1998 Annual Operating Rept. with ML17292B5061998-12-30030 December 1998 Safety Evaluation Accepting Licensee Proposed Rev 26 to Operational Quality Assurance Program Description ML17292B5111998-12-29029 December 1998 Safety Evaluation Supporting Amend 155 to License NPF-21 ML17292B4911998-12-21021 December 1998 Safety Evaluation Accepting Proposed Rev 29 to Operational Quality Assurance Program GO2-98-204, Monthly Operating Rept for Nov 1998 for WNP-2.With1998-11-30030 November 1998 Monthly Operating Rept for Nov 1998 for WNP-2.With GO2-98-188, Monthly Operating Rept for Oct 1998 for WNP-2.With1998-10-31031 October 1998 Monthly Operating Rept for Oct 1998 for WNP-2.With 05000397/LER-1998-012, :on 980715,failure to Comply with Requirements of TS SR 3.8.4.7 Was Noted.Caused by Inadequate Work Practices.Training Session Was Held with Personnel.With1998-10-27027 October 1998
- on 980715,failure to Comply with Requirements of TS SR 3.8.4.7 Was Noted.Caused by Inadequate Work Practices.Training Session Was Held with Personnel.With
GO2-98-174, Monthly Operating Rept for Sept 1998 for WNP-2.With1998-09-30030 September 1998 Monthly Operating Rept for Sept 1998 for WNP-2.With ML17284A7491998-09-10010 September 1998 WNP-2 Inservice Insp Summary Rept for Refueling Outage RF13 Spring,1998 05000397/LER-1998-013, :on 980805,ESF Actuations Were Noted Due to Deenergization of Vital Electrical Bus SM-8.Caused by Inadequate Direction in Troubleshooting Plan.Will Conduct Training for Engineering Personnel.With1998-09-0303 September 1998
- on 980805,ESF Actuations Were Noted Due to Deenergization of Vital Electrical Bus SM-8.Caused by Inadequate Direction in Troubleshooting Plan.Will Conduct Training for Engineering Personnel.With
05000397/LER-1998-015, :on 980808,discovered Reactor Coolant Pressure Boundary Leak During Shutdown Conditions.Caused by Leakage from Socket Weld (Fwb 63) on Elbow Connection.Failed Piping Connection Was Replaced.With1998-09-0202 September 1998
- on 980808,discovered Reactor Coolant Pressure Boundary Leak During Shutdown Conditions.Caused by Leakage from Socket Weld (Fwb 63) on Elbow Connection.Failed Piping Connection Was Replaced.With
05000397/LER-1998-014, :on 980807,completion of TS 3.8.1.F Required Shutdown Due to Inoperability of EDG-2 Was Noted.Caused by Degraded Voltage Regulator for DG-2.Replaced Voltage Regulator & Associated Scrs.With1998-09-0202 September 1998
- on 980807,completion of TS 3.8.1.F Required Shutdown Due to Inoperability of EDG-2 Was Noted.Caused by Degraded Voltage Regulator for DG-2.Replaced Voltage Regulator & Associated Scrs.With
GO2-98-166, Monthly Operating Rept for Aug 1998 for WNP-2.With1998-08-31031 August 1998 Monthly Operating Rept for Aug 1998 for WNP-2.With GO2-98-144, Monthly Operating Rept for July 1998 for WNP-21998-07-31031 July 1998 Monthly Operating Rept for July 1998 for WNP-2 05000397/LER-1998-006, :on 980520,discovered Discrepancies in Low Voltage Bus Calculations During Review of 10CFR50,App R Calculations for High Impedance Faults.Caused by Inadequate Work Practices.Implemented Procedural Changes1998-07-23023 July 1998
- on 980520,discovered Discrepancies in Low Voltage Bus Calculations During Review of 10CFR50,App R Calculations for High Impedance Faults.Caused by Inadequate Work Practices.Implemented Procedural Changes
05000397/LER-1998-011, :on 980617,ECCS Pump Room Flooding Was Noted Due to FP Sys Pipe Break.Caused by Inadequate Design of FP Sys.Detailed Review of FP Sys Design Was Conducted1998-07-17017 July 1998
- on 980617,ECCS Pump Room Flooding Was Noted Due to FP Sys Pipe Break.Caused by Inadequate Design of FP Sys.Detailed Review of FP Sys Design Was Conducted
05000397/LER-1998-010, :on 980615,TS Required Shutdown Due to Inoperability of TIP Sys Isolation Valve Was Noted.Caused by Improper Installation of TIP Tubing.Reattached Affected Tubing & Inspected Other TIP Tubing1998-07-15015 July 1998
- on 980615,TS Required Shutdown Due to Inoperability of TIP Sys Isolation Valve Was Noted.Caused by Improper Installation of TIP Tubing.Reattached Affected Tubing & Inspected Other TIP Tubing
05000397/LER-1998-009, :on 980606,nuclear Steam Supply Shutoff Sys Group 3 & 4 Isolations During Testing Was Noted.Caused by Procedural Deficiency.Counseled Individuals Involved in Preparation1998-07-0101 July 1998
- on 980606,nuclear Steam Supply Shutoff Sys Group 3 & 4 Isolations During Testing Was Noted.Caused by Procedural Deficiency.Counseled Individuals Involved in Preparation
GO2-98-111, Ro:On 980617,flooding of RB Northeast Stairwell with Consequential Flooding of Two ECCS Pump Rooms.Caused by Inadequate Fire Protection Sys Design.Pumped Out Water from Affected Areas to Point Below Berm Areas of Pump Rooms1998-06-30030 June 1998 Ro:On 980617,flooding of RB Northeast Stairwell with Consequential Flooding of Two ECCS Pump Rooms.Caused by Inadequate Fire Protection Sys Design.Pumped Out Water from Affected Areas to Point Below Berm Areas of Pump Rooms GO2-98-119, Monthly Operating Rept for June 1998 for WNP-21998-06-30030 June 1998 Monthly Operating Rept for June 1998 for WNP-2 05000397/LER-1998-008, :on 980531,inadvertent Full Scram During RPV Leak Testing in Mode 4 Was Noted.Caused by Change in Mgt Techniques.Revised Procedures to Take Into Account Addl Water Head in Pressure Sensing Lines1998-06-24024 June 1998
- on 980531,inadvertent Full Scram During RPV Leak Testing in Mode 4 Was Noted.Caused by Change in Mgt Techniques.Revised Procedures to Take Into Account Addl Water Head in Pressure Sensing Lines
05000397/LER-1998-007, :on 980530,inadvertent Full Scram & Division 1 ECCS Injection Was Noted.Caused by Failure to Meet Mgt Work Practice Expectation When Encountering Deficient Procedure. Incident Review Board Convened to Review Event1998-06-24024 June 1998
- on 980530,inadvertent Full Scram & Division 1 ECCS Injection Was Noted.Caused by Failure to Meet Mgt Work Practice Expectation When Encountering Deficient Procedure. Incident Review Board Convened to Review Event
05000397/LER-1998-005, :on 980506,potential for Failure of RHR Sys Valve to Close on Isolation Signal Was Noted.Caused by Design Deficiency.Caution Tag Was Placed on RHR-V-40 Control Switch to Inform Plant Operators of Limitation1998-06-0404 June 1998
- on 980506,potential for Failure of RHR Sys Valve to Close on Isolation Signal Was Noted.Caused by Design Deficiency.Caution Tag Was Placed on RHR-V-40 Control Switch to Inform Plant Operators of Limitation
05000397/LER-1998-004, :on 980502,determined That Primary Containment Penetration Overcurrent Protection Does Not Meet Reg Guide 1.63 Requirements.Caused by Inadequate Design Changes. Installed Addl Fuse in RHR-MO-9 Circuit1998-06-0101 June 1998
- on 980502,determined That Primary Containment Penetration Overcurrent Protection Does Not Meet Reg Guide 1.63 Requirements.Caused by Inadequate Design Changes. Installed Addl Fuse in RHR-MO-9 Circuit
GO2-98-096, Monthly Operating Rept for May 1998 for WNP-21998-05-31031 May 1998 Monthly Operating Rept for May 1998 for WNP-2 1999-09-30
[Table view] |
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9205180068 920511 PDR ADOCK 05000397 P
POR EMF-92-040 Page B-1 APPENDIX B 8X8 EXTENDED BURNUP
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EMF-92-040 Page B-2 APPENDIX B X
EXTENDED BURN P
B.1 INTRODUCTION This appendix documents the mechanical design analyses performed to extend the assembly exposure limitof the WNP-2 SxS fuel to 37,000 MWd/MTU. Reference is made to the NRC-approved document XN-NF-85-67(P)(A), Revision 1
which supported a fuel assembly exposure of 35,000 MWd/MTU for the SxS fuel design.
The results of design calculations support the irradiation of the SxS fuel to the following exposure values:
Fuel Assembly Fuel Rod Peak Pellet Planar Exposure 37,000 Mwd/MTU 42,300 Mwd/MTU 50,700 Mwd/MTU 48,100 MWd/MTU B.2
SUMMARY
The results of the design calculations performed to extend the SxS assembly exposure limit demonstrates full compliance with the design criteria.
B.2.1 De i n D seri i n S mmar The SNP 8xS fuel design uses 62 fuel rods and two centrally located water rods, one of which functions as a spacer capture rod.
Seven spacers maintain fuel rod spacing.
The design uses a quick-removable upper tie plate design to facilitate fuel inspection and bundle reconstitution of irradiated assemblies.
The fuel rods are pressurized and utilize 0.035 inch thick Zircaloy-2 cladding. The rods contain either UO2-Gd203 of UO2 with a nominal density of 94.5% TD Natural uranium axial fuel blankets are provided at the top and bottom of the fuel column for greater neutron economy.
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EMF-92-040 Page B-3 B.2.2 0
i n Anal i
mmar The mechanical design analyses were performed to evaluate cladding steady-state strain and stress, transient strain and stress, fatigue damage, creep collapse, corrosion, hydrogen absorption, fuel rod internal pressure, differential fuel rod growth, and creep bow.
The analyses justify irradiation to an assembly exposure of 37,000 MWd/MTU. The following summarizes the analysis results:
The maximum end-of-life (EOL) steady-state cladding strain is calculated to be below the 1.0% design limit.
Cladding steady-state stresses are calculated to be below the material strength limits.
The cladding strain during anticipated operating occurrences (AOOs) does not exceed 1.0%.
The maximum fuel rod internal rod pressure remains below the design limit, The fuel centerline temperature remains below the melting point during AOOs.
The cladding fatigue usage factor is within the 0.67 design limit.
Structural members have adequate strength to support handling and hydraulic loads.
The cladding diameter reduction due to uniform creepdown, plus creep ovality at maximum densification, is less than the minimum initial gap. Compliance to this criterion prevents the formation of fuel column gaps and the possibility of creep collapse, Evaluations of assembly growth and differential fuel rod growths show that the design provides adequate clearances for compatibility with the fuel assembly channel. Also, there is adequate nominal engagement of the end caps in the upper tie plate and lower tie plate throughout the fuel design life.
The initial fuel rod design spacing is anticipated to accommodate expected rod-to-rod gap closure throughout the fuel design life.
The maximum EOL reduction in cladding thickness due to corrosion and the maximum concentration of hydrogen in the cladding are calculated to be weil within the design limits.
EMF-92-040 Page B-4 The fuel rod plenum spring and other miscellaneous components are shown to meet the respective design bases.
The spacer spring meets all the design requirements and can accommodate the expected relaxation at the respective EOL exposures.
B.3 DESIGN ANALYSES The design analyses for the 8x8 fuel were performed using the approved codes and methods in Reference 9.2.
Design calculations were performed to extend the assembly exposure limit above that previously reported.
Figure B3.1 is the LHGR limit used in the steady-state fuel rod performance evaluation.
Figure B3.2 is the limitto protect against fuel damage during anticipated operational occurances (AOOs).
The design calculations assumed the following extended exposure values:
Fuel Assembly Fuel Rod Peak Pellet Planar Exposure 37,000 MWd/MTU 42,300 MWd/MTU 50,700 Mwd/MTU 48,100 MWd/MTU These values are consistent with the peaking factors identified in Reference 9.2 and are conservative estimates of the exposures anticipated.
Fuel rod analyses were performed to verify adequate performance of the 8x8 fuel to a fuel rod exposure of 42,300 MWd/MTUand a peak pellet exposure of 50,700 MWd/MTU.
The design power history used in Reference 9.2 was extended to these higher exposure values.
The results of the analyses reported herein demonstrate compliance with the design criteria.
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EMF-92-040 Page 8-5 8.3.1,1 Maxim m la in r in Durin ra ion The maximum cladding strain during steady-state operation is limited to (1% to avoid ductile cladding fracture.
The fuel rod analysis performed with RODEX2A indicates that at a 37,000 MWd/MTU assembly exposure the cladding strain is within the criteria.
8.3.1.2 M xim m I
in r
0 rin a
r i n Fuel rod cladding stresses during steady-state operation are calculated using linear elasticity theory.
The design criteria is in accordance with the ASME pressure vessel code.
Each individual stress is calculated inside and outside the cladding and at both midspan and spacer levels. The applicable stresses at each level are then combined to obtain the maximum stress intensities.
The analysis is performed at beginning-of-life (BOL) and end-of-life (EOL) and at cold and hot conditions.
The stress analysis assumes maximum fuel rod power, minimum fillgas pressure, and the most conservative fuel rod geometry.
The assumptions made in the analyses reported in Reference 9.2 have been reviewed to determine ifadditional calculations were required. The review indicated that the only input data affected by the increased exposure is the internal pressure.
The internal pressure assumed at EOL is very conservative.
The maximum pressure differential across the tube wall is obtained at BOL. The analyses in Reference 9.2 assumed that the rods at EOL had zero gas release.
This conservative assumption leads to conservative stress which is also applicable to the 37,000 MWd/MTU assembly burnup.
Consequently, the analysis results reported in Table 3.3 of Reference 9.2 are applicable.
8.3.1.3 An i i
r inl rrn Two criteria are imposed on the fuel rod to avoid fuel failure during power changes caused by AOOs.
These criteria limit the cladding strain to less than 1% and maintain the maximum pellet temperature below melting. The AOOs are assumed to produce a maximum nodal power equal to those defined in Figure 3.4 of Reference 9.2. The analysis consists of calculating the cladding strain and fuel centerline temperature at the power levels defined in Figure 3.4 to verify compliance with the design criteria.
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1 Hit 1U
EMF-92-040 Page B-6 The calculations performed in support of Reference 9.2 were reviewed to determine if the higher exposure requires a reanalysis.
Since the exposure at which the margin to the design criteria is the lowest is not at EOL; the results reported in support of Reference 9.2 are applicable.
B,3.1.4 F
I R In rn I Pr r
The fuel rod internal pressure is limited to 800 psi above system pressure (9.2)
However, ifthe internal pressure exceeds the system pressure, then the change in the pellet-cladding gap is calculated.
The design criteria requires that the gap not open when the fuel rod power increases or when the power remains steady.
The analysis was extended to a fuel assembly exposure of 37,000 Mwd/MTU,and the results indicate that the maximum rod internal pressure is less than 1835 psia, which is below the design criteria.
However, since the internal pressure exceeded the system pressure, an evaluation of the gap was performed.
This evaluation verified that the incremental pellet swelling with increased powers is greater than the incremental cladding creep, thus complying with the design criteria.
B.3.1.5 Fu I Pell n
rline Tem r
re The design criteria requires that fuel centerline temperature remain, below the fuel melting point during operation.
A fuel pellet centerline temperature analysis was performed using the methodology described in Reference 9.2 while applying the modified LHGR limit curve and higher exposure level ~
The results of the analysis indicated that the fuel pellet centerline temperature willremain below the fuel melting point. Therefore, the design criteria is met.
B.3.1.6 F eIR I
in F
i u Fuel assembly shuffling, reactor power maneuvering, and anticipated operational occurrences impose cyclic loading on the cladding.
To assure that the fuel rod does not fail due to stress cyclic fatigue, a fatigue analysis is performed, The design criteria requires that the cumulative fatigue damage remain below 67%.
To conservatively account for the
D Pie
EMF-92-040 Page 8-7 additional residence time associated with the higher exposure, the total number of cycles defined in Table 3.5 of Reference 9.2 was increased by over 15%. The maximum cumulative fatigue damage was below the 0.67 design criteria.
Fuel failures due to cladding collapse have been observed in some PWR fuel rods designed and fabricated by other fuel vendors.
No SNP fuel rod has ever failed due to this mechanism.
The likelihood of a fuel rod failure due to cladding collapse in a BWR is very small due to the lower operating coolant pressure characteristics.
Nevertheless, the fuel rods are analyzed to assure that fuel rod collapse will not occur. The design criteria requires that the pellet-cladding gap remains open during the pellet densification stage.
This assures that axial gaps willnot form in the pellet column. If axial gaps are not formed, the fuel rod cannot fail due to cladding collapse.
Since the pellet densifies at BOL, reverification of the design criteria was not required.
Therefore, the results reported in Table 3.1 of Reference 9.2 are applicable.
U!
Rod-to-rod and rod-to-channel spacing must not affect the assembly thermal performance.
Thermal limits are not affected if the minimum rod-to-rod spacing is greater than 0.090 inch. The analysis performed in Reference 9.2 to calculate the maximum fuel rod bow was evaluated for applicability at higher exposures.
The correlation used by SNP to calculate fuel rod bow is exposure dependent.
A small incremental increase in rod bow is calculated to occur between 35,000 MWd/MTUand 37,000 MWd/MTU. The maximum fuel rod channel closure at 37,000 MWd/MTU provides ample margin to the channel closure that could affect the assembly thermal performance.
8.3.1.9 I
in rroinan H dr nC n enr in The SNP design criteria is to maintain the metal loss due to corrosion to less than 0.002 in. Hydrogen absorption is limited to less than 500 ppm.
Using the methodology in Reference 9.2, an analysis was performed using a bundle exposure limitof 37,000 MWd/MTU
II
EMF-92-040 Page B-8 MWd/MTU and the modified LHGR limit curve.
The results of the analyses indicated that at the increased exposure and modified LHGR limit, the cladding corrosion and hydrogen absorption will remain well below the design criteria.
B.3.2 F
I A m
I n
I The performance of the fuel assembly at 37,000 MWd/MTU was evaluated.
The structural strength of tie plates, locking mechanism, and tie rods is not decreased with exposure.
Therefore, the analysis and test results previously reported in Reference 9.2 are applicable..
B.3.2.2 r
rin SNP data indicates that spacer spring relaxation occurs with irradiation, However, the relaxation rate tends to decrease with increased exposure and saturate at higher exposure.
In addition, the spacer spring remains in contact with the fuel rod, thus preventing the formation of gaps.
Increased exposure does not have a significant effect on spacer spring performance.
PWR spacers of essentially the same fuel rod cell design have been irradiated to exposures as high as 50,000 MWd/MTUwithout experiencing degradation of the spacer performance.
The spacer spring design is therefore concluded to be acceptable at assembly exposures up to 37,000 MWd/MTU.
Assembly growth was determined by evaluating differential growth between standard fuel rods and tie rods.
The evaluation was based on data obtained on SNP fuel growth extrapolated to 37,000 MWd/MTU. Additionally, an evaluation of channel engagement with the lower tie plate seal as a function of irradiation exposure was performed, The calculations indicate that sufficient channel and end cap engagement was present to EOL.
EMF-92-040 Page 8-9 20 18 16 4
14 E
12 10 6
0 10000 20000 30000 40000 Ave rage P lana r Exposure, MWd/MTU 50000 EXP 0.0 25,400 43,200 48,100
~HR 1 6.0 14.1 9.0 8.4 FIGURE 83.1 LINEAR HEAT GENERATION RATE (LHGR) LIMIT VERSUS AVERAGE PLANAR EXPOSURE, SNP 8X8 FUEL
EMF-92-040 Page 8-10 24 22 20 18 16 E
14 P n 10 6
0 10000 20000 30000 40000 Averoge P lonor Exposure, MWd/MTU 50000 EXP LH R
0.0 25,400 43,200 48,100 19.2 1 6.9 10.8 9.98 FIGURE 83.2 PROTECTION AGAINST FUEL FAILURE LIMITDURING AOO'S
4