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Category:LEGAL TRANSCRIPTS & ORDERS & PLEADINGS
MONTHYEARML20063N7591982-10-0606 October 1982 Withdrawal of Application for CP ML20063N7471982-10-0606 October 1982 Motion for Termination of Proceedings.Util Decided to Cancel Plant.Certificate of Svc Encl ML20055A7221982-07-15015 July 1982 Memorandum & Order Denying Jf Doherty 820615 Submittals, Treated as Motion to Reconsider ASLB 820602 Order.Motion Untimely Filed & Failed to Show Significance or Gravity of Issues ML20055A3551982-07-12012 July 1982 Amended Contention 59.Certificate of Svc Encl ML20054L5531982-07-0202 July 1982 Response Opposing Doherty 820615 Motion to Reopen Record to Add Contention 59.Motion Should Be Considered Motion for Reconsideration of ASLB 820602 Order.Timeliness & Significance of Issues Not Established.W/Certificate of Svc ML20054L4521982-07-0202 July 1982 Response Opposing J Doherty 820615 Motion to Reopen Record to Add Contention 59.Motion Fails to Establish Timeliness &/Or Significance of Issues Sought to Be Raised.Certificate of Svc Encl ML20054J9371982-06-28028 June 1982 Response Opposing J Doherty 820615 Request to Reopen Record. Request Improper & Insufficient to Support Relief.Commission Rules Cannot Be Circumvented by Refiling Same Argument After ASLB Ruling Issued.Certificate of Svc Encl ML20054F9861982-06-15015 June 1982 Motion to Reopen Record to Take Evidence on Contention 59. Gravity of Issues Warrants Reopening ML20054G0171982-06-15015 June 1982 Contention 50 Re Brown & Root Deficiencies in Quadrex Rept. Certificate of Svc Encl ML20053D6371982-06-0202 June 1982 Memorandum & Order Denying J Doherty 820422 Motion Re Contention 58 on Applicant Conduct on Reporting Violations. Applicant 820519 Motion to Strike Doherty 820514 Reply Granted ML20053A3961982-05-24024 May 1982 Order Extending Commission Time to Review ALAB-671 Until 820601 ML20053D0861982-05-24024 May 1982 Response in Opposition to Util 820519 Motion to Strike Doherty Contention 58 Re Applicant Conduct on Reporting Violations.Contention Should Be Treated as Such,Not as Motion.Certificate of Svc Encl.Related Correspondence ML20052H8621982-05-19019 May 1982 Motion to Strike J Doherty Reply to Applicant 820507 Response to Doherty 820422 Motion to Add Contention 58. Commission Rules Do Not Allow Reply.Certificate of Svc Encl ML20052H4441982-05-14014 May 1982 Reply Opposing Applicant 820507 Response to J Doherty 820422 Motion to Add Contention 58.Contention Should Be Admitted W/Amends.Aslb Should Judge Conduct of Applicants. Certificate of Svc Encl ML20052F9941982-05-12012 May 1982 Response Opposing J Doherty 820422 Motion to Add Contention 58.Intervenor Fails to Meet Required Stds to Reopen Record & for Untimely Filings.Certificate of Svc Encl ML20052F2971982-05-10010 May 1982 Order Extending Time Until 820524 for Commission to Determine Whether to Review ALAB-671 ML20052F3121982-05-0707 May 1982 Response Opposing J Doherty 820422 Motion to Add Contention Re Alleged Failure to Rept Design Defects.Substantively, Motion Is Motion to Reopen Record & Stds Have Not Been Met. Certificate of Svc Encl ML20052D1221982-04-29029 April 1982 Findings of Fact on Supplemental Issues to Tx Pirg Addl Contention 31 Re Technical Qualifications.Certificate of Svc Encl ML20052A4541982-04-22022 April 1982 Submittal of Contention 58 Re Applicant Conduct on Reporting Violations at Plant.Certificate of Svc Encl ML20054E0561982-04-21021 April 1982 Supplemental Findings of Fact on Tx Pirg Addl Contention 31 Re Technical Qualifications.Certificate of Svc Encl ML20054D5251982-04-20020 April 1982 Order Incorporating ASLB Rulings at 820412 Hearing Re Tx Pirg 820405 Motion to Enter Counsel for cross-examination & to Reconsider 820128 Order.Motion Denied But Tx Pirg Permitted to Submit Written cross-examination Questions ML20054B6981982-04-14014 April 1982 Transcript of 820414 Hearing.Pp 21,787-22,027 ML20050E2181982-04-0808 April 1982 Order Ruling on Doherty Motions.Request for Production of Bechtel Quadrex Rept Review Moot Since Applicant Furnished Rept on 820316.Motion of 820315 for Subpoena of Quadrex Corp Employees Denied W/O Prejudice ML20050J1111982-04-0606 April 1982 Answers to Second & Third Sets of Interrogatories,Questions 29 & 8 Respectively,Re Quadrex Rept.Certificate of Svc Encl. Related Correspondence ML20050E2891982-04-0505 April 1982 Answers & Objections to Doherty Sixth Set of Interrogatories.Related Correspondence ML20050E2961982-04-0505 April 1982 Answers & Objections to Seventh Set of Interrogatories. Certificate of Svc Encl.Related Correspondence ML20050C4211982-04-0202 April 1982 Objections to Request for Admissions.Requests Untimely, Irrelevant to Issues Before ASLB & Extremely & Unduly Burdensome.Certificate of Svc Encl.Related Correspondence ML20050B1141982-03-31031 March 1982 Decision ALAB-671,affirming ASLB Decision Denying R Alexander Petition to Intervene.Aslb Assessment of Untimeliness of Petition Free of Matl Error.Issue Raised No Longer Cognizable ML20050C4081982-03-31031 March 1982 Answers & Objections to Fifth Set of Interrogatories. Certificate of Svc Encl.Related Correspondence ML20042C5661982-03-30030 March 1982 Reply Opposing Tx PIRG,810315 Proposed Findings of Fact & Conclusions of Law.Proposed Findings Are Collection of Disjointed Thoughts & Facts W/No Rational Assessment of Effect on Problem or Issue Discussed.W/Certificate of Svc ML20042C6431982-03-29029 March 1982 Motion for ASLB to Call DE Sells as Witness for Tx Pirg Addl Contention 31 & Quadrex-related Matters.Testimony Needed to Explain Why NRC Did Not Immediately Obtain Quadrex Rept. Certificate of Svc Encl ML20042C6181982-03-29029 March 1982 Response Opposing J Doherty 820315 Motion for ASLB to Subpoena Quadrex Corp Employee Witnesses as ASLB Witnesses. Request Is Based on Misperception of Scope of Reopened Hearings.Certificate of Svc Encl ML20050C4791982-03-29029 March 1982 Answers & Objections to Jf Doherty Fourth Set of Interrogatories Re Tx Pirg Contention 31 & Quadrex Matters. Certificate of Svc Encl.Related Correspondence ML20050C5011982-03-26026 March 1982 Supplemental Testimony of Jh Goldberg on Technical Qualifications.Brown & Root Terminates Due to Lack of Engineering Productivity,Not Due to Allegations in Quadrex Rept ML20050C5041982-03-26026 March 1982 Testimony of Lj Sas on Tx Pirg Addl Contention 31 Re Quadrex Rept.Rept Raises No Issue as to Whether Ebasco Can Properly Engineer Project.Prof Qualifications Encl ML20050C5091982-03-26026 March 1982 Response to Jf Doherty 20th & 21st Requests for Documents. Certificate of Svc Encl ML20049K0801982-03-25025 March 1982 Answers & Objections to Interrogatories.Certificate of Svc Encl ML20049K0671982-03-25025 March 1982 Reply to Tx Pirg 820315 Addl Proposed Findings of Fact & Conclusions of Law.Certificate of Svc Encl ML20042C5201982-03-25025 March 1982 Motion to Compel Discovery from Applicant & to Postpone Evidentiary Presentations at 820412 Hearings.Applicant Objections to Interrogatories Unsupported & Necessitate Hearings Be Delayed.Certificate of Svc Encl ML20049J9651982-03-24024 March 1982 Testimony of Fr Allenspach & JW Gilray Per ASLB 810128 Order Re Doherty Renewed Motion for Addl Evidence on Tx Pirg Addl Contention 31.Quadrex Rept Does Not Alter Previous Conclusions That Applicant Technically Qualified ML20049J9701982-03-24024 March 1982 Answers to First Set of Interrogatories Re Tx Pirg Contention 31.Certificate of Svc Encl ML20049J9671982-03-24024 March 1982 Response to First Set of Interrogatories & Request for Production of Documents Re Tx Pirg Contention 31 ML20049K0841982-03-23023 March 1982 Answers & Objections to Third Set of Interrogatories. Certificate of Svc Encl ML20049K0941982-03-23023 March 1982 Answers & Objections to Second Set of Interrogatories. Certificate of Svc Encl ML20042C5481982-03-23023 March 1982 Fourth Set of Requests for Admissions Re Quadrex Rept & Tx Pirg Contention 31.Certificate of Svc Encl ML20042A2721982-03-18018 March 1982 Order Scheduling 820412-16 Evidentiary Hearing to Receive Addl Evidence in Houston,Tx ML20042A2771982-03-18018 March 1982 Memorandum & Order Denying J Doherty 820310 Motion for Postponement of 820412 Hearing on Tx Pirg Addl Contention 31 & Quadrex-related Matters.Ample Time to Complete Discovery Given.Personal Obligations Are No Excuse ML20042B2351982-03-17017 March 1982 Seventh Set of Interrogatories Re Tx Pirg Addl Contention 31 & Quadrex Rept Matters.Certificate of Svc Encl ML20042A4791982-03-17017 March 1982 Response Opposing J Doherty 820310 Motion for Postponement of 820412 Hearings.Sufficient Grounds Not Provided to Justify Delay.Certificate of Svc Encl ML20041G1711982-03-17017 March 1982 Response Opposing J Doherty 820310 Motion to Postpone 820412 Hearing on Quadrex Rept.Doherty Cannot Profit from Failure to Comply W/Aslb Order Re Completion of Discovery by Postponing Hearing.Certificate of Svc Encl 1982-07-02
[Table view] Category:TRANSCRIPTS
MONTHYEARML20054B6981982-04-14014 April 1982 Transcript of 820414 Hearing.Pp 21,787-22,027 ML20050C5011982-03-26026 March 1982 Supplemental Testimony of Jh Goldberg on Technical Qualifications.Brown & Root Terminates Due to Lack of Engineering Productivity,Not Due to Allegations in Quadrex Rept ML20050C5041982-03-26026 March 1982 Testimony of Lj Sas on Tx Pirg Addl Contention 31 Re Quadrex Rept.Rept Raises No Issue as to Whether Ebasco Can Properly Engineer Project.Prof Qualifications Encl ML20049J9651982-03-24024 March 1982 Testimony of Fr Allenspach & JW Gilray Per ASLB 810128 Order Re Doherty Renewed Motion for Addl Evidence on Tx Pirg Addl Contention 31.Quadrex Rept Does Not Alter Previous Conclusions That Applicant Technically Qualified ML20038D0461981-12-0909 December 1981 Transcript of 811209 CP Hearing in Houston,Tx. Pp 21,103-21,328 ML20038D0451981-12-0808 December 1981 Transcript of 811208 CP Hearing in Houston,Tx.Pp 20,939- 21,102 ML20038D0441981-12-0707 December 1981 Trancript of 811207 CP Hearing in Houston,Tx.Pp 20,774- 20,938 ML20033A3281981-11-20020 November 1981 Transcript of 811120 CP Hearing in Houston,Tx.Pp 20,650- 20,773.Related Documentation Encl ML20033A3471981-11-18018 November 1981 Transcript of 811118 CP Hearing in Houston,Tx.Pp 20,276- 20,407 ML20033A3571981-11-17017 November 1981 Transcript of 811117 CP Hearing in Houston,Tx.Pp 200,070- 20,145 & 20,152-20,275.Related Documentation Encl ML20033A3391981-11-16016 November 1981 Transcript of 811116 CP Hearing in Houston,Tx.Pp 19,863- 20,069.Affidavits & Related Documentation Encl ML20032B2081981-10-30030 October 1981 Testimony of Wl Brooks Re Doherty Contention 15 That Industry Std Power Excursion Theory Inadequate to Represent Increase in Heat Energy Due to Rapid Increase in Reactivity in Design Based Power Excursion Accident ML20032B2131981-10-30030 October 1981 Testimony of Wl Brooks Re Doherty Contention 24.Basis Has Been Developed for Conclusions That Potential Worth of Postulated Dropped Rod Sufficiently Small to Prevent Peak Energy Yield of 280 Cal./Gm ML20032B2021981-10-30030 October 1981 Testimony of Vth Leung Re Doherty Contention 11 on Fuel Pool Integrity Consequences When Spent Fuel Assembly Dropped on Pool Floor.Dropped Assembly Would Not Penetrate Steel Liner. Concrete Floor Below Steel Liner Would Not Be Damaged ML20032B2101981-10-30030 October 1981 Testimony of Wl Brooks Re Doherty Contention 21 on Core Power Density & Adequacy of Odyn Code to Demonstrate Reactor Scram Curve.Applicant Will Not Be Required to Perform Analyses W/Odyn Code at CP Stage ML20032B0111981-10-30030 October 1981 Transcript of 811030 Hearing in Houston,Tx.Pp 19,593-19,862. Gotchy,Litton,Gunther & Malec Testimonies,Exhibits, Affidavits & Impact of U Fuel Cycle Encl ML20032B2041981-10-30030 October 1981 Testimony of Jf Knight & Je Kennedy Re ASLB Questions on Scram Discharge Level Monitoring Sys.Transmitters Measuring Scram Discharge Vol Level Must Conform to Category I Environ Qualification Requirements ML20032A9911981-10-29029 October 1981 Transcript of 811029 Hearing in Houston,Tx.Pp 19,331-19,592. Field,Martin,Malec & Chiou Testimony,Exhibits,Topical Repts, Errata,Prof Qualifications & Other Supportive Documentation Encl ML20032B0041981-10-28028 October 1981 Transcript of 811028 CP Hearing in Houston,Tx. Pp 19,074-19,330 ML20032A9901981-10-27027 October 1981 Transcript of 811027 Hearing in Houston,Tx.Pp 18,868-19,073. Hou & Peterson Testimony,Affidavits & Prof Qualifications Encl ML20032A9881981-10-26026 October 1981 Transcript of 811026 Hearing in Houston,Tx.Pp 18,606-18,867. Urbanik & Kantor Testimony & Other Supportive Documentation Encl ML20011A6301981-10-22022 October 1981 Testimony of FB Litton Re Doherty Contention 43 on Stainless Steel Cleaning & Reg Guide 1.54.Applicant Meets All Applicable NRC Licensing Requirements Re Cleaning & Coating Matls for CP ML20031E5501981-10-14014 October 1981 Table 1 & Attachment 1,inadvertently Omitted from 811009 Testimony Re Increased Risk of Cancer & Noncancerous Effects from App I Levels of Radiation ML20031E5511981-10-14014 October 1981 Testimony of T Urbanik Re Evacuation Time Estimate Study. Prof Qualifications Encl ML20031D6951981-10-0909 October 1981 Testimony of Rl Gotchy Re Potential Public Health Impact of Rn-222 Releases Resulting from U Mining & Milling.Average Annual Dose Increase Insignificant ML20031D7111981-10-0909 October 1981 Testimony of Rl Grubb Re Core Lateral Support (Doherty Contention 45).Reactor Core Will Withstand Combined Seismic/Loca Loadings.Prof Qualifications Encl ML20031D6631981-10-0909 October 1981 Testimony of F Kantor Re Emergency Planning Issue (Schuessler Consolidated Contention 1).Applicant Info Meets App E,Part Ii,Item H Requirements.Prof Qualifications Encl ML20031D6841981-10-0909 October 1981 Testimony of Hou Re Control Rod Ejection (Doherty Contention 28).Facility Protective Measures Ensure Public Safety for Postulated Rod Ejection Accident.Prof Qualifications Encl ML20031D6741981-10-0909 October 1981 Testimony of Mb Fields Re Bypass Leakage (Mccorkle Contention 17) ML20031D6831981-10-0909 October 1981 Testimony of Hou Re Flow Induced Vibration (Tx Pirg Contention 11 & Doherty Contention 31).Applicant Info Adequate for CP Application.Prof Qualifications Encl ML20031D7161981-10-0909 October 1981 Testimony of FB Litton Re Intergranular Stress Corrosion Cracking/Water Hammer (Doherty Contention 44).Applicant Program Complies W/Nrc Recommendations to Minimize Occurrences ML20031D6701981-10-0909 October 1981 Testimony of Rl Gotchy Re Increased Risk of Cancer & Noncancerous Effects from App I Levels of Radiation (Cummings Contention 9).Health Effects Models Underestimated Health Risks ML20031D6781981-10-0909 October 1981 Testimony of Mb Fields Re Suppression Pool Swell (Doherty Contention 5) ML20031D7171981-10-0909 October 1981 Testimony of FB Litton Re Intergranular Stress Corrosion Cracking (Tx Pirg Contention 10) ML20031D8561981-10-0909 October 1981 Transcript of 811009 CP Hearing in Houston,Tx. Pp 18,450-18,605.LA Gunther & RA Frazar Testimony Re Doherty Contention 35 (Welding) & Prof Qualifications Encl ML20031D6711981-10-0909 October 1981 Testimony of Mb Fields Re Mannings Coefficient (Tx Pirg Contention 6) ML20031D8401981-10-0808 October 1981 Transcript of 811008 Hearing in Houston,Tx.Pp 18,218-18,449. F Allenspach & J Gilray Testimony & Organization & Staffing to Oversee Design & Const Encl ML20031D8541981-10-0707 October 1981 Transcript of 811007 CP Hearing in Houston,Tx.Pp 18,014- 18,217.GW Oprea & Jh Goldberg Testimony Encl ML20031D8381981-10-0606 October 1981 Transcript of 811006 Hearing in Houston,Tx.Pp 17,800-18,013. Testimony of M Mitchell,M Hodges,T Huang,C Ferrell & L Soffer Encl ML20031D8531981-10-0505 October 1981 Transcript of 811005 CP Hearing in Houston,Tx.Pp 17,574- 17,799 ML20031A3791981-09-18018 September 1981 Transcript of 810918 CP Hearing in Houston,Tx.Pp 17,391- 17,573.Prof Qualifications of El Murri,Wr Griffin & RW Lawhn Encl ML20031H4671981-09-18018 September 1981 Testimony of Mk Mitchell Re Doherty Contention 38(b) on Cold Shutdown within 24 Hours.No NRC Requirements Specify Facility Be Designed to Be Capable of Being Brought to Cold Shutdown in 24 Hours ML20031H4831981-09-18018 September 1981 Testimony of La Gunther & RA Frazer Re Doherty Contention 35 on Welding.Describes Planned Welding Program.Prof Qualifications Encl ML20031H4821981-09-18018 September 1981 Testimony of Ma Lugo Re Tx Pirg Addl Contention 6 on Mannings Coefficient & ASLB Question on Svc Level Stress Limits.Margin of Safety Above Design Pressure at 15 Psig Is 35 Psig.Prof Qualifications ML20031H3641981-09-18018 September 1981 Testimony of La Gunther & Wf Malec Re Tx Pirg Contention 10, Doherty Contentions 44 & 43 & ASLB Question on Reg Guide 1.54 ML20031H4581981-09-18018 September 1981 Testimony of RR Hobson & Jg Dunlap Re Doherty Contention 45 on Core Lateral Support.Facility Fuel Assemblies Comply W/Recommendations in NUREG/CR-1018.Prof Qualifications Encl ML20031H4791981-09-18018 September 1981 Testimony of DA Nuto Re Doherty Contention 5 Re Supression Pool Uplift.Suppression Pool Swell Effects During LOCA Will Not Cause Structural Damage to Steel Platform Supporting Hydraulic Control Units.Prof Qualifications Encl ML20031H3791981-09-18018 September 1981 Testimony of G Martin & Wf Malec Re Mccorkle Contention 17 on Bypass Leakage.Aslb Statement Correct That No Difference Exists in % by Weight & % by Vol ML20031H4731981-09-18018 September 1981 Testimony of Gm Gordon Re Tx Pirg Contention 10,Doherty Contentions 10,43 & 44 ML20031H3461981-09-18018 September 1981 Testimony of Sp Congdon Re Doherty Contention 15 on Wigle Computer Code.No Basis for Contention.Criteria Contained in Spert Rept Irrelevant to Scram Reactivity Calculations 1982-04-14
[Table view] Category:DEPOSITIONS
MONTHYEARML20054B6981982-04-14014 April 1982 Transcript of 820414 Hearing.Pp 21,787-22,027 ML20050C5011982-03-26026 March 1982 Supplemental Testimony of Jh Goldberg on Technical Qualifications.Brown & Root Terminates Due to Lack of Engineering Productivity,Not Due to Allegations in Quadrex Rept ML20050C5041982-03-26026 March 1982 Testimony of Lj Sas on Tx Pirg Addl Contention 31 Re Quadrex Rept.Rept Raises No Issue as to Whether Ebasco Can Properly Engineer Project.Prof Qualifications Encl ML20049J9651982-03-24024 March 1982 Testimony of Fr Allenspach & JW Gilray Per ASLB 810128 Order Re Doherty Renewed Motion for Addl Evidence on Tx Pirg Addl Contention 31.Quadrex Rept Does Not Alter Previous Conclusions That Applicant Technically Qualified ML20038D0461981-12-0909 December 1981 Transcript of 811209 CP Hearing in Houston,Tx. Pp 21,103-21,328 ML20038D0451981-12-0808 December 1981 Transcript of 811208 CP Hearing in Houston,Tx.Pp 20,939- 21,102 ML20038D0441981-12-0707 December 1981 Trancript of 811207 CP Hearing in Houston,Tx.Pp 20,774- 20,938 ML20033A3281981-11-20020 November 1981 Transcript of 811120 CP Hearing in Houston,Tx.Pp 20,650- 20,773.Related Documentation Encl ML20033A3471981-11-18018 November 1981 Transcript of 811118 CP Hearing in Houston,Tx.Pp 20,276- 20,407 ML20033A3571981-11-17017 November 1981 Transcript of 811117 CP Hearing in Houston,Tx.Pp 200,070- 20,145 & 20,152-20,275.Related Documentation Encl ML20033A3391981-11-16016 November 1981 Transcript of 811116 CP Hearing in Houston,Tx.Pp 19,863- 20,069.Affidavits & Related Documentation Encl ML20032B2081981-10-30030 October 1981 Testimony of Wl Brooks Re Doherty Contention 15 That Industry Std Power Excursion Theory Inadequate to Represent Increase in Heat Energy Due to Rapid Increase in Reactivity in Design Based Power Excursion Accident ML20032B2131981-10-30030 October 1981 Testimony of Wl Brooks Re Doherty Contention 24.Basis Has Been Developed for Conclusions That Potential Worth of Postulated Dropped Rod Sufficiently Small to Prevent Peak Energy Yield of 280 Cal./Gm ML20032B2021981-10-30030 October 1981 Testimony of Vth Leung Re Doherty Contention 11 on Fuel Pool Integrity Consequences When Spent Fuel Assembly Dropped on Pool Floor.Dropped Assembly Would Not Penetrate Steel Liner. Concrete Floor Below Steel Liner Would Not Be Damaged ML20032B2101981-10-30030 October 1981 Testimony of Wl Brooks Re Doherty Contention 21 on Core Power Density & Adequacy of Odyn Code to Demonstrate Reactor Scram Curve.Applicant Will Not Be Required to Perform Analyses W/Odyn Code at CP Stage ML20032B0111981-10-30030 October 1981 Transcript of 811030 Hearing in Houston,Tx.Pp 19,593-19,862. Gotchy,Litton,Gunther & Malec Testimonies,Exhibits, Affidavits & Impact of U Fuel Cycle Encl ML20032B2041981-10-30030 October 1981 Testimony of Jf Knight & Je Kennedy Re ASLB Questions on Scram Discharge Level Monitoring Sys.Transmitters Measuring Scram Discharge Vol Level Must Conform to Category I Environ Qualification Requirements ML20032A9911981-10-29029 October 1981 Transcript of 811029 Hearing in Houston,Tx.Pp 19,331-19,592. Field,Martin,Malec & Chiou Testimony,Exhibits,Topical Repts, Errata,Prof Qualifications & Other Supportive Documentation Encl ML20032B0041981-10-28028 October 1981 Transcript of 811028 CP Hearing in Houston,Tx. Pp 19,074-19,330 ML20032A9901981-10-27027 October 1981 Transcript of 811027 Hearing in Houston,Tx.Pp 18,868-19,073. Hou & Peterson Testimony,Affidavits & Prof Qualifications Encl ML20032A9881981-10-26026 October 1981 Transcript of 811026 Hearing in Houston,Tx.Pp 18,606-18,867. Urbanik & Kantor Testimony & Other Supportive Documentation Encl ML20011A6301981-10-22022 October 1981 Testimony of FB Litton Re Doherty Contention 43 on Stainless Steel Cleaning & Reg Guide 1.54.Applicant Meets All Applicable NRC Licensing Requirements Re Cleaning & Coating Matls for CP ML20031E5501981-10-14014 October 1981 Table 1 & Attachment 1,inadvertently Omitted from 811009 Testimony Re Increased Risk of Cancer & Noncancerous Effects from App I Levels of Radiation ML20031E5511981-10-14014 October 1981 Testimony of T Urbanik Re Evacuation Time Estimate Study. Prof Qualifications Encl ML20031D6951981-10-0909 October 1981 Testimony of Rl Gotchy Re Potential Public Health Impact of Rn-222 Releases Resulting from U Mining & Milling.Average Annual Dose Increase Insignificant ML20031D7111981-10-0909 October 1981 Testimony of Rl Grubb Re Core Lateral Support (Doherty Contention 45).Reactor Core Will Withstand Combined Seismic/Loca Loadings.Prof Qualifications Encl ML20031D6631981-10-0909 October 1981 Testimony of F Kantor Re Emergency Planning Issue (Schuessler Consolidated Contention 1).Applicant Info Meets App E,Part Ii,Item H Requirements.Prof Qualifications Encl ML20031D6841981-10-0909 October 1981 Testimony of Hou Re Control Rod Ejection (Doherty Contention 28).Facility Protective Measures Ensure Public Safety for Postulated Rod Ejection Accident.Prof Qualifications Encl ML20031D6741981-10-0909 October 1981 Testimony of Mb Fields Re Bypass Leakage (Mccorkle Contention 17) ML20031D6831981-10-0909 October 1981 Testimony of Hou Re Flow Induced Vibration (Tx Pirg Contention 11 & Doherty Contention 31).Applicant Info Adequate for CP Application.Prof Qualifications Encl ML20031D7161981-10-0909 October 1981 Testimony of FB Litton Re Intergranular Stress Corrosion Cracking/Water Hammer (Doherty Contention 44).Applicant Program Complies W/Nrc Recommendations to Minimize Occurrences ML20031D6701981-10-0909 October 1981 Testimony of Rl Gotchy Re Increased Risk of Cancer & Noncancerous Effects from App I Levels of Radiation (Cummings Contention 9).Health Effects Models Underestimated Health Risks ML20031D6781981-10-0909 October 1981 Testimony of Mb Fields Re Suppression Pool Swell (Doherty Contention 5) ML20031D7171981-10-0909 October 1981 Testimony of FB Litton Re Intergranular Stress Corrosion Cracking (Tx Pirg Contention 10) ML20031D8561981-10-0909 October 1981 Transcript of 811009 CP Hearing in Houston,Tx. Pp 18,450-18,605.LA Gunther & RA Frazar Testimony Re Doherty Contention 35 (Welding) & Prof Qualifications Encl ML20031D6711981-10-0909 October 1981 Testimony of Mb Fields Re Mannings Coefficient (Tx Pirg Contention 6) ML20031D8401981-10-0808 October 1981 Transcript of 811008 Hearing in Houston,Tx.Pp 18,218-18,449. F Allenspach & J Gilray Testimony & Organization & Staffing to Oversee Design & Const Encl ML20031D8541981-10-0707 October 1981 Transcript of 811007 CP Hearing in Houston,Tx.Pp 18,014- 18,217.GW Oprea & Jh Goldberg Testimony Encl ML20031D8381981-10-0606 October 1981 Transcript of 811006 Hearing in Houston,Tx.Pp 17,800-18,013. Testimony of M Mitchell,M Hodges,T Huang,C Ferrell & L Soffer Encl ML20031D8531981-10-0505 October 1981 Transcript of 811005 CP Hearing in Houston,Tx.Pp 17,574- 17,799 ML20031A3791981-09-18018 September 1981 Transcript of 810918 CP Hearing in Houston,Tx.Pp 17,391- 17,573.Prof Qualifications of El Murri,Wr Griffin & RW Lawhn Encl ML20031H4671981-09-18018 September 1981 Testimony of Mk Mitchell Re Doherty Contention 38(b) on Cold Shutdown within 24 Hours.No NRC Requirements Specify Facility Be Designed to Be Capable of Being Brought to Cold Shutdown in 24 Hours ML20031H4831981-09-18018 September 1981 Testimony of La Gunther & RA Frazer Re Doherty Contention 35 on Welding.Describes Planned Welding Program.Prof Qualifications Encl ML20031H4821981-09-18018 September 1981 Testimony of Ma Lugo Re Tx Pirg Addl Contention 6 on Mannings Coefficient & ASLB Question on Svc Level Stress Limits.Margin of Safety Above Design Pressure at 15 Psig Is 35 Psig.Prof Qualifications ML20031H3641981-09-18018 September 1981 Testimony of La Gunther & Wf Malec Re Tx Pirg Contention 10, Doherty Contentions 44 & 43 & ASLB Question on Reg Guide 1.54 ML20031H4581981-09-18018 September 1981 Testimony of RR Hobson & Jg Dunlap Re Doherty Contention 45 on Core Lateral Support.Facility Fuel Assemblies Comply W/Recommendations in NUREG/CR-1018.Prof Qualifications Encl ML20031H4791981-09-18018 September 1981 Testimony of DA Nuto Re Doherty Contention 5 Re Supression Pool Uplift.Suppression Pool Swell Effects During LOCA Will Not Cause Structural Damage to Steel Platform Supporting Hydraulic Control Units.Prof Qualifications Encl ML20031H3791981-09-18018 September 1981 Testimony of G Martin & Wf Malec Re Mccorkle Contention 17 on Bypass Leakage.Aslb Statement Correct That No Difference Exists in % by Weight & % by Vol ML20031H4731981-09-18018 September 1981 Testimony of Gm Gordon Re Tx Pirg Contention 10,Doherty Contentions 10,43 & 44 ML20031H3461981-09-18018 September 1981 Testimony of Sp Congdon Re Doherty Contention 15 on Wigle Computer Code.No Basis for Contention.Criteria Contained in Spert Rept Irrelevant to Scram Reactivity Calculations 1982-04-14
[Table view] Category:NARRATIVE TESTIMONY
MONTHYEARML20054B6981982-04-14014 April 1982 Transcript of 820414 Hearing.Pp 21,787-22,027 ML20050C5011982-03-26026 March 1982 Supplemental Testimony of Jh Goldberg on Technical Qualifications.Brown & Root Terminates Due to Lack of Engineering Productivity,Not Due to Allegations in Quadrex Rept ML20050C5041982-03-26026 March 1982 Testimony of Lj Sas on Tx Pirg Addl Contention 31 Re Quadrex Rept.Rept Raises No Issue as to Whether Ebasco Can Properly Engineer Project.Prof Qualifications Encl ML20049J9651982-03-24024 March 1982 Testimony of Fr Allenspach & JW Gilray Per ASLB 810128 Order Re Doherty Renewed Motion for Addl Evidence on Tx Pirg Addl Contention 31.Quadrex Rept Does Not Alter Previous Conclusions That Applicant Technically Qualified ML20038D0461981-12-0909 December 1981 Transcript of 811209 CP Hearing in Houston,Tx. Pp 21,103-21,328 ML20038D0451981-12-0808 December 1981 Transcript of 811208 CP Hearing in Houston,Tx.Pp 20,939- 21,102 ML20038D0441981-12-0707 December 1981 Trancript of 811207 CP Hearing in Houston,Tx.Pp 20,774- 20,938 ML20033A3281981-11-20020 November 1981 Transcript of 811120 CP Hearing in Houston,Tx.Pp 20,650- 20,773.Related Documentation Encl ML20033A3471981-11-18018 November 1981 Transcript of 811118 CP Hearing in Houston,Tx.Pp 20,276- 20,407 ML20033A3571981-11-17017 November 1981 Transcript of 811117 CP Hearing in Houston,Tx.Pp 200,070- 20,145 & 20,152-20,275.Related Documentation Encl ML20033A3391981-11-16016 November 1981 Transcript of 811116 CP Hearing in Houston,Tx.Pp 19,863- 20,069.Affidavits & Related Documentation Encl ML20032B2081981-10-30030 October 1981 Testimony of Wl Brooks Re Doherty Contention 15 That Industry Std Power Excursion Theory Inadequate to Represent Increase in Heat Energy Due to Rapid Increase in Reactivity in Design Based Power Excursion Accident ML20032B2131981-10-30030 October 1981 Testimony of Wl Brooks Re Doherty Contention 24.Basis Has Been Developed for Conclusions That Potential Worth of Postulated Dropped Rod Sufficiently Small to Prevent Peak Energy Yield of 280 Cal./Gm ML20032B2021981-10-30030 October 1981 Testimony of Vth Leung Re Doherty Contention 11 on Fuel Pool Integrity Consequences When Spent Fuel Assembly Dropped on Pool Floor.Dropped Assembly Would Not Penetrate Steel Liner. Concrete Floor Below Steel Liner Would Not Be Damaged ML20032B2101981-10-30030 October 1981 Testimony of Wl Brooks Re Doherty Contention 21 on Core Power Density & Adequacy of Odyn Code to Demonstrate Reactor Scram Curve.Applicant Will Not Be Required to Perform Analyses W/Odyn Code at CP Stage ML20032B0111981-10-30030 October 1981 Transcript of 811030 Hearing in Houston,Tx.Pp 19,593-19,862. Gotchy,Litton,Gunther & Malec Testimonies,Exhibits, Affidavits & Impact of U Fuel Cycle Encl ML20032B2041981-10-30030 October 1981 Testimony of Jf Knight & Je Kennedy Re ASLB Questions on Scram Discharge Level Monitoring Sys.Transmitters Measuring Scram Discharge Vol Level Must Conform to Category I Environ Qualification Requirements ML20032A9911981-10-29029 October 1981 Transcript of 811029 Hearing in Houston,Tx.Pp 19,331-19,592. Field,Martin,Malec & Chiou Testimony,Exhibits,Topical Repts, Errata,Prof Qualifications & Other Supportive Documentation Encl ML20032B0041981-10-28028 October 1981 Transcript of 811028 CP Hearing in Houston,Tx. Pp 19,074-19,330 ML20032A9901981-10-27027 October 1981 Transcript of 811027 Hearing in Houston,Tx.Pp 18,868-19,073. Hou & Peterson Testimony,Affidavits & Prof Qualifications Encl ML20032A9881981-10-26026 October 1981 Transcript of 811026 Hearing in Houston,Tx.Pp 18,606-18,867. Urbanik & Kantor Testimony & Other Supportive Documentation Encl ML20011A6301981-10-22022 October 1981 Testimony of FB Litton Re Doherty Contention 43 on Stainless Steel Cleaning & Reg Guide 1.54.Applicant Meets All Applicable NRC Licensing Requirements Re Cleaning & Coating Matls for CP ML20031E5501981-10-14014 October 1981 Table 1 & Attachment 1,inadvertently Omitted from 811009 Testimony Re Increased Risk of Cancer & Noncancerous Effects from App I Levels of Radiation ML20031E5511981-10-14014 October 1981 Testimony of T Urbanik Re Evacuation Time Estimate Study. Prof Qualifications Encl ML20031D6951981-10-0909 October 1981 Testimony of Rl Gotchy Re Potential Public Health Impact of Rn-222 Releases Resulting from U Mining & Milling.Average Annual Dose Increase Insignificant ML20031D7111981-10-0909 October 1981 Testimony of Rl Grubb Re Core Lateral Support (Doherty Contention 45).Reactor Core Will Withstand Combined Seismic/Loca Loadings.Prof Qualifications Encl ML20031D6631981-10-0909 October 1981 Testimony of F Kantor Re Emergency Planning Issue (Schuessler Consolidated Contention 1).Applicant Info Meets App E,Part Ii,Item H Requirements.Prof Qualifications Encl ML20031D6841981-10-0909 October 1981 Testimony of Hou Re Control Rod Ejection (Doherty Contention 28).Facility Protective Measures Ensure Public Safety for Postulated Rod Ejection Accident.Prof Qualifications Encl ML20031D6741981-10-0909 October 1981 Testimony of Mb Fields Re Bypass Leakage (Mccorkle Contention 17) ML20031D6831981-10-0909 October 1981 Testimony of Hou Re Flow Induced Vibration (Tx Pirg Contention 11 & Doherty Contention 31).Applicant Info Adequate for CP Application.Prof Qualifications Encl ML20031D7161981-10-0909 October 1981 Testimony of FB Litton Re Intergranular Stress Corrosion Cracking/Water Hammer (Doherty Contention 44).Applicant Program Complies W/Nrc Recommendations to Minimize Occurrences ML20031D6701981-10-0909 October 1981 Testimony of Rl Gotchy Re Increased Risk of Cancer & Noncancerous Effects from App I Levels of Radiation (Cummings Contention 9).Health Effects Models Underestimated Health Risks ML20031D6781981-10-0909 October 1981 Testimony of Mb Fields Re Suppression Pool Swell (Doherty Contention 5) ML20031D7171981-10-0909 October 1981 Testimony of FB Litton Re Intergranular Stress Corrosion Cracking (Tx Pirg Contention 10) ML20031D8561981-10-0909 October 1981 Transcript of 811009 CP Hearing in Houston,Tx. Pp 18,450-18,605.LA Gunther & RA Frazar Testimony Re Doherty Contention 35 (Welding) & Prof Qualifications Encl ML20031D6711981-10-0909 October 1981 Testimony of Mb Fields Re Mannings Coefficient (Tx Pirg Contention 6) ML20031D8401981-10-0808 October 1981 Transcript of 811008 Hearing in Houston,Tx.Pp 18,218-18,449. F Allenspach & J Gilray Testimony & Organization & Staffing to Oversee Design & Const Encl ML20031D8541981-10-0707 October 1981 Transcript of 811007 CP Hearing in Houston,Tx.Pp 18,014- 18,217.GW Oprea & Jh Goldberg Testimony Encl ML20031D8381981-10-0606 October 1981 Transcript of 811006 Hearing in Houston,Tx.Pp 17,800-18,013. Testimony of M Mitchell,M Hodges,T Huang,C Ferrell & L Soffer Encl ML20031D8531981-10-0505 October 1981 Transcript of 811005 CP Hearing in Houston,Tx.Pp 17,574- 17,799 ML20031A3791981-09-18018 September 1981 Transcript of 810918 CP Hearing in Houston,Tx.Pp 17,391- 17,573.Prof Qualifications of El Murri,Wr Griffin & RW Lawhn Encl ML20031H4671981-09-18018 September 1981 Testimony of Mk Mitchell Re Doherty Contention 38(b) on Cold Shutdown within 24 Hours.No NRC Requirements Specify Facility Be Designed to Be Capable of Being Brought to Cold Shutdown in 24 Hours ML20031H4831981-09-18018 September 1981 Testimony of La Gunther & RA Frazer Re Doherty Contention 35 on Welding.Describes Planned Welding Program.Prof Qualifications Encl ML20031H4821981-09-18018 September 1981 Testimony of Ma Lugo Re Tx Pirg Addl Contention 6 on Mannings Coefficient & ASLB Question on Svc Level Stress Limits.Margin of Safety Above Design Pressure at 15 Psig Is 35 Psig.Prof Qualifications ML20031H3641981-09-18018 September 1981 Testimony of La Gunther & Wf Malec Re Tx Pirg Contention 10, Doherty Contentions 44 & 43 & ASLB Question on Reg Guide 1.54 ML20031H4581981-09-18018 September 1981 Testimony of RR Hobson & Jg Dunlap Re Doherty Contention 45 on Core Lateral Support.Facility Fuel Assemblies Comply W/Recommendations in NUREG/CR-1018.Prof Qualifications Encl ML20031H4791981-09-18018 September 1981 Testimony of DA Nuto Re Doherty Contention 5 Re Supression Pool Uplift.Suppression Pool Swell Effects During LOCA Will Not Cause Structural Damage to Steel Platform Supporting Hydraulic Control Units.Prof Qualifications Encl ML20031H3791981-09-18018 September 1981 Testimony of G Martin & Wf Malec Re Mccorkle Contention 17 on Bypass Leakage.Aslb Statement Correct That No Difference Exists in % by Weight & % by Vol ML20031H4731981-09-18018 September 1981 Testimony of Gm Gordon Re Tx Pirg Contention 10,Doherty Contentions 10,43 & 44 ML20031H3461981-09-18018 September 1981 Testimony of Sp Congdon Re Doherty Contention 15 on Wigle Computer Code.No Basis for Contention.Criteria Contained in Spert Rept Irrelevant to Scram Reactivity Calculations 1982-04-14
[Table view] |
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1 UNITED STATES OF AMERICA I
NUCLEAR REGULATORY COMMISSION 9-APR 2 31981>
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BEFORE THE ATOMIC SAFETY AND LICENSING A
3 Branch N
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In the Matter of
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HOUSTON LIGHTING & POWER COMPANY
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Docket No. 50-
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6 (Allens Creek Nuclear Generating
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Station, Unit No. 1)
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l APR 5
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2DSA TESTIMONY OF KEVIN HOLTZCLAW AND RICHARD WILLII %
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i ON BEHALF OF HOUSTON LIGHTING & POWER CO. ON N
9 i
DOHERTY CONTENTION 3 - FUEL SPECIFIC ENTHALPY;#s
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DOHERTY CONTENTION 39-FUEL SWELLING; AND DOHERTY g
'g 10 CONTENTION 20(a)-GAP CONDUCTANCE 11 Q.
Mr. Holtzclaw, please state your name and place of 12 employment.
13 A.
My name is Kevin Holtzclaw and I am employed as a Senior 14 Licensing Engineer with the General Electric Co.
My business 15 address is 175 Curtner Avenue, San Jose, California.
16 Q.
Would you describe your professional qualifications?
i 17 A.
A copy of my professional qualifications is set forth 18 in Exhibit KH-1, 19 Q.
Dr. Williams, please state your name and place of 20 employment.
l 21 A.
My name is Richard Williams and I am employed as an l
l 22 engineer with the General Electric Co.
My business address 23 is 175 Curtner Avenue, San Jose, California.
24 Q.
Would you describe your professional qualifications?
25 A.
A copy of my professional qualifications is set forth i
l 26 in Exhibit RW-l.
27 Q.
Mr. Holtzclaw, what is the purpose of this testimony?
28 A.
The purpose of this testiaany is to address Mr. Doherty's h
r l
I
$*ft i 8104 3 0 047A
1 2
contentions 3 on fuel specific enthalpy, 39 on fuel swelling 3
and 20 (a) on gap conductance.
4 Q.
Mr. Holtzclaw, who prepared this testimony?
5 A.
Dr. Williams and 2 jointly prepared this testimony 6
responding to Mr. Doherty's three contentions.
Since 1979, Dr. Williams has worked in the Fuel Rod Thermal and Mechanical 7
Analysis Unit, and I worked in this same unit from 1971-1980.
g!
our combined expertise over this time period covers the in-g 10 formation required to respond to Mr. Doherty's contentions.
11 Although this testimony was jointly prepared, I will be the 12 chief spokesman on Mr. Doherty's contentions 3 and 20(a),
13 and Dr. Williams will be the chief spokesman on Mr. Doherty's 14 contention 39.
15 Q.
Mr. Holtzclaw, what is your understanding of the concern 16 raised in Mr. Doherty's contention 3?
17 A.
In contention 3, Mr. Doherty asserts that tests on 18 General Electric fuel rods show that the cladding will 19 rupture at an energy deposition of between 147 cal / gram and 20 175 cal / gram.
Mr. Doherty goes on to assert that rupture of 21 the fuel cladding leads to the following:
22 (a)
Fuel fragments being released into the coolant.
23 (b)
Pressure pulses due to fuel contacting the coolant 24 water.
25 (c)
Further degradation of cladding strength.
26 (d)
Jamming of control rods.
27 Q.
Describe the energy deposition in the fuel specifically 28 with respect to a power excursion.
=
1.
2 A.
The temperature of a fuel pellet is a measure of its 3
energy content.
The higher the temperature, the higher the 4
energy content of the fuel pellear.
As the neutron population 1
5 in the core grows, the tempe:-a.ture -of the fuel increases due 6:
to the energy generated from the fissioning process.
This 7
increase in neutron population is a consequence of a reactivity g
increase.
The amount of temperature increase depends on how il 9
rapidly the reactivity increases and on how much of the I
10 fission energy is transferred trom the fuel pellet in the 11 form of heat across the pellet-clad gap, across the clad, 12 and into the reactor coolant.
For a very rapid increase in 13 reactivity, the fuel pellet temperature increases rapidly.
14 The result of this rapid energy deposition in the fuel is 15 that the fuel and cladding temperature will increase.
16 The event resul'cing in the most rapid energy deposition 17 in a Boiling Water Reactor is a postulated control rod drop 18 accident.
The reactivity increase in a rod drop accident is 19 terminated by a combination of the inherent neutronics of 20 the fuel (Doppler Effect) and by insertion of the control 21 rods.
22 Q.
Please describe the course of events of a postulated 23 control rod drop accident.
24 A.
It is assumed that the core is in the optimum state 25-which results in the highest incremental rod worth and 26 ensures that withdrawal of a control rod results in the 27 maximum increase in reactivity.
The following events are 28 then postulated:
1.
2 (a)
The maximum worth control blade becomes decoupled 3
from the control rod drive.
4 (b)
The operator selects and withdraws the control I
S rod drive of the decoupled blade.
6 (c)
The decoupled blade sticks in the fully inserted 7
position.
3 (d)
The control blade becomes unstuck and drops to 9l the drive position.
10 (e)
The reactor goes supercritical, and in less than 11 one second the initial power increase is terminated 12 by the Doppler Reactivity Feedback.
13 (f)
The signal at 120% power from the average power 14 range monitor initiates a reactor scram.
15 (g)
The reactor scrams, terminating the accident 16 in less than five seconds.
It should be noted 17 that the blade which is assumed to have become 18 dislodged would be driven back into the core 19 during the scram.
20 Q.
What are the results of analyses carried out for the 21 Rod Drop Accident?
22 A.
A conservative generic rod drop accident analysis has 23 been performed by General Electric and is described in NEDO-24 21231, " Banked Position Withdrawal Sequences."
The calculated 25 maximum total energy deposition is less than 135 cal / gram of 26 UO.
The generic analysis is applicable to ACNGS and is 2
27 appropriate for the PSAR licensing stage since ACNGS will 28 use the same hardware, procedures and similar fuel design
1.
2 included in the generic analysis.
The ACNGS specific rod 3
drop accident analysis calculation will be performed at the 4
Final Saftey Analysis Report stage when the final bundle 5
enrichments and core configuration are established.
6 The General Electric analysis makes use of worst case 7
input assumptions to maximize the reactivity increase.
It 8
also employs an adiabatic model which takes no credit for 9
moderator feedback.
An analysis carried out by Brookhaven 10 National Laboratory (BNL-NUREG-28109, July, 1980) indicates 11 that inclusion of moderator feedback can reduce the erargy 12 deposition significantly depending on core conditions at the 13 time of the accident.
Reductions in the range of 28% to 50%
14 were identified in the Brookhaven report.
15 Q.
What are the limits used by General Electric in the 16 design of ACNGS regarding the Rod Drop Accident?
17 A.
To minimize damage to the reactor coolant pressure 18 boundary and core internals, and to ensure the maintenance 19 of both short term and long term core cooling capability, a 20 limit of 280 cal / gram total energy deposition is employed.
21 Q.
What is tho basis for this limit?
22 A.
This limit was based on a review of data available from 23 SPERT and TREAT projects.
SPERT and TREAT were two test 24 series funded by the US Atomic Energy Commission to assess 25 fuel integrity under reactivity-initiated accident conditions.
26 The findings of this review indicated that energy deposition 27 in the test fuel was the single most important vari.ble.
28 Fuel failure was relatively insensitive to cladding material, L
1 - '
y heat treatment, fuel form, fuel material and gap width.
2 Pressure pulses and fuel fragmentation resulting from rod g
failure were found to be insignificant below 240 cal / gram 4
total energy deposition for both irradiated and unirradiated 5
fuel rods.
These tests, therefore, demonstrated that a 280 6
cal / gram total energy deposition limit is conservative in 7
terms of preventing pressure pulses, which could adversely g
affect the reactor coolant pressure boundary, and in pre-9 venting fuel fragmentation which could impair the maintenance 10, gi of a coolable geometry.
The 280 cal / gram total energy deposition limit has been 12 further substantiated by recent independent tests carried 13 14 out in Japan.
Between 1975 and 1980 over 350 separate RIA tests have been carried out in the Japanese Nuclear Safety 15 Research Reactor (NS'AR).
Results from these tests confirmed ig the earlier SPERT/ TREAT results as they indicated no detectable 17 18 pressure pulses or fuel fragmentation below 380 cal / gram.
Additional tests in single rod and multi-rod geometries 19 have been carred out at Idaho National Engineering Laboratory 20 by EG&G Idaho, Inc., which further support the 280 cal / gram l
21 22 total energy deposition limit.
It should be noted that the NRC Regulatory Guide 1.77 23 24 expresses the limit of 280 cal / gram in terms of radial l
25 average peak fuel enthalpy, whereas the SPERT and TREAT data and General Electric calculation results are expressed in 26 27 terms of total energy deposition.
Total energy deposition i
28 is greater than the associated radial average peak fuel l
L
1 -
2 enthalpy because of heat transfer from the fuel to the 3
cladding and coolant during the power transient, and the 4
relatively large fraction of the total energy which is due 5
to delayed fissions.
The conversion from total energy 6
deposition to radial average peak fuel enthalpy is reactor 7
design dependent.
For the SPERT and TREAT reactors, the 3
delayed neutrons account for approximately 25% of the total g
energy deposition; therefore, 280 cal / gram total energy 10 deposition is equivalent torv230 cal / gram radial peak fuel 11 enthalpy.
For a BWR 6 such as Allens Creek, the delayed 12 neutrons account for approximately 40% of the total energy 13 deposition; therefore, 280 cal / gram total energy deposition 14 is equivalent torv200 cal / gram radial average peak fuel 15 enthalpy.
l 16 Q.
Is the current limit of 280 cal / gram radial average i
17 peak fuel enthalpy given in Regulatory Guide 1.77 being 18 re-evaluated?
l 19 A.
The current limit is being questioned in terms of l
20 maintaining a coolable geometry.
There is no question of 21 the appropriateness of the limit in preventing damaging 22 pressure pulses.
Both the NRC and EG&G have suggested that l
23 a radial average peak fuel enthalpy limit of 230 cal / gram l
24 might be more appropriate for ensuring a coolable geometry.
25 This new limit for a BWR 6 would be equivalent to a total 26 energy deposition limit of 320 cal / gram.
Even if the limit 27 were changed from the current Reg. Guide 1.77 value to that 28 suggested by the NRC Staff, the current limit of 280 cal / gram
~-
1 -
2 total energy deposition employed by GE would be conservative.
3 More importantly, the bounding results of the Rod Drop 4
Accident would still be well below the limit.
5 Q.
Explain the fuel failures that Mr. Doherty cites in his 6
contention.
I 7-A.
Mr. Doherty refers to Rod #568 of the SPERT tests.
Rod 8
- 568 was reported to have experienced cladding perforation g'
at an energy deposition of 147 cal / gram.
This rod was 10 subjected to a total energy deposition of 199 cal / gram.
11 There was no prompt fuel dispersal from this failure nor was 12 there any indication of resulting large pressure pulses.
13 Rod #859 of the SPERT test series, although not cited 14 by Mr. Doherty, was also reported to have experienced a low 15 energy cladding perforation of 85 cal / gram while undergoing 16 a total energy deposition of 190 cal / gram.
Again, there was 17 no prompt fuel dispersal nor resulting large pressure pulses.
18 These two tests are consistent with the 280 cal / gram 19 limit as well as with results from other SPERT and TREAT 20 tests.
They indicate that, while cladding perforation can 21 occur at less than 280 cal / gram, the failures will not 22 result in the generation of pressure pulses or loss of 23 coolable geometry which could adversely impact the reactor 24 coolant pressure boundary and core internals.
25 Q.
What are your conclusions?
26 A.
Rapid deposition of energy in a fuel rod can result in 27 fuel failure.
For a boiling water reactor, the worst event 28 relative to rapid energy deposition is a postulated rod drop
. 1 2
accident.
Current conservative GE calculations indicate 3
that the maximum total energy deposition from a rod drop 4
accident is less than 135 cal / gram.
Numerous test results 5
indicate that the 280 cal / gram limit on total energy deposi-6 tion is conservative and adequately prote. cts the reactor 7
core from prompt fuel dispersal and the attendant pressure g
pulses and loss of coolable geometry that Mr. Doherty suggests.
9 Although the appropriateness of the Regulatory Guide 1.77 10 limit for maintenance of coolable geometry is in question, 11 GE's application is consistent relative to all the data 12 sources, and the ACNGS rod drop accident analysis result 13 will be well below the limit value.
14 Q.
Dr. Williams, turning to Mr. Doherty's contention 39, 15 what is the purpose of your testimony?
16 A.
The purpose of this testimony is to address Mr. Doherty's 17 Contention 39, as reworded by the Board in its March 10, 18 1980 order, which asserts that the Applicant has not pro-19 vided an adequate showing that the degree of fuel swelling 20 and incidence of rupture are not underestimated.
The wording 21 of the contention comes directly from Section 1.B of Appendix 22 K to 10 CFR 50.
23 Q.
Has General Electric estimated the degree of potential 24 fuel swelling and rupture for ACNGS?
25 A.
Yes.
The methodology which General Electric uses to l
26 address Appendix K requirements is contained in NEDO 20566*/
27
28 Analysis in accordance with 10 CFR 50, Appendix K.
l l
1 2 and is based on extensive testing.
The methodology has also 3
been subject to extensive review by the NRC.
As the state 4
of the art develops and more testing is done, the methods 5
used in NEDO 20566 will be updated as appropriate.
The 6
final review of Allens Creek will come at the FSAR stage 7
with the plant being reviewed against Appendix K require-8 ments using the latest methodology and test results as 9
available which have been approved for use by the NRC.
10-O.
What is the most severe
,ent in terms of swelling and 11 rupture of the fuel rods?
12 A.
The Loss of Coolant Accident (LOCA) event is the most 13 severe in terms of swelling and rupture because the LOCA 14 event causes the largest differential pressures across the 15 clad, and the highest clad temperatures.
Demonstrating 16 compliance with Appendix K for the LOCA event will bound all 17 other design basis conditions.
18 Q.
Please describe the LOCA event with respect to swelling i
19 and rupture of the fuel.
l 20 A.
Normally, the Reactor Pressure Vessel (RPV) internal i
21 pressure exceeds the fuel rod internal pressure, causing an 22 inward force on the cladding which prevents swelling.
23 During a postulated LOCA event, a rapid depressurization of
(
24 the RPV occurs and the fuel and cladding heat-up due to the 25 stored energy of the fuel at the onset of the accident and 26 the decay heat generation.
This depressurization of the RPV 27 can result in the fuel rod internal pressure exceeding the 28 RPV pressure.
As soon as the fuel rod internal pressure l
i a
I 1 2 exceeds the RPV pressure, fuel cladding begins to deform 3
outward.
This deformation initially will be elastic, i.e.,
4 no permanent deformation will occur as long as the stress on 5
the cladding remains below the yield strength of the clad.
6 As cladding yield strength decreases with increasing tempera-7 ture, a point in the LOCA transient can be reached when the 8
stress in the fuel cladding exceeds the yield strength.
At 9
this point, the cladding deforns plastically (permanent 10 deformation) at a rate that increases with increasing tempera-11 ture.
This rapid permanent outward deformation of the 12 cladding is termed fuel cladding swelling.
swelling continues 13 until termination of the transient or until the ultimate 14 tensile strength is exceeded.
When the ultimate tensile 15 strength of the cladding is exceeded, the cladding fails and 16 a perforation of the clad is formed.
The driving force, for 17 expansion, which is the internal gas pressure is relieved 18 upon perforation and the expansion stops.
19 Q.
You state that the fuel rod internal pressure is the 20 driving force for the fuel cladding swelling and rupture.
21 How is it calculated?
22 A.
The perfect gas law is used to calculate the fuel rod 23 internal pressure.
This law states that the fuel rod internal 24 pressure (PI) is linearly proportional to the number of l
25
- c. oles of gas (N) and to the temperature of the gas (T) and 26 inversely proportional to the gas volume (V).
i 27 NT PI E V-28 l
1 -
2 This equation is written for both the plenum gas and the 3
fuel gas.
4 The initial fuel rod internal pressure (PI) of the i
5 unirradiated fuel is 3 at=ospheres at room te=perature.
As 6
the fuel is irradiated, the available gas volumes change 7
with te=perature and irradiation effects while the a=ount of l
8 gas to fill the available volume increases due primarily to 9
the release of fission gas.
The nu=ber of moles of gas 10 present prior to the LocA is calculated by making bounding 11 assu=ptions on the operating history prior to the LOCA.
12 I==ediately following the accident an additional amount of 13 fission gas is assumed to be released from the fuel.
14 The initial plenum gas volume is calculated from the 15 cold plenu= volume and the fuel expansion.
During the 16 accident, the increase in plenu= volu=e is calculated con-17 sidering only diametral growth and conservatively ignoring 18 the lengthening of the plenu= due to the increasing te=perature.
19 The fuel gas volu=e at the start of the accident is 20 assumed to remain constant throughout the accident.
The 21 additional volume due to increasing gap size during the 22 accident is ignored yielding a conservative value for fuel 23 rod internal pressure.
The hottest cladding temperature is 24 used as the fuel gas temperature during the accident.
This 25 will always over-estimate the fuel gas temperature and thus 26 yield a conservative internal pressure.
27 The plenum gas temperature during the accident is 28 co=puted by modeling the heat transfer exchange between both
1 2 the plenum and the top of the fuel and between the plenum 3
and the surrounding coolant.
4 This information allows the fuel rod internal pressure 5
to be calculated during the LOCA.
6 Q.
What type of testing has been done to quantify the 7
amount of swelling and incidence of rupture in a BWR?
8 A.
There have been many test programs to investigate the 9
important parameters of fuel swelling and rupture. General 10 Electric has carried out full scale bundle tests in which 11 prototypical BWR fuel bundles were tested under simulated 12 LOCA conditions.
These tests revealed localized fuel cladding 13 swelling and rupture.
Fuel c1 adding perforation failure 14 propagation was not observed.
The cross-sectional flow area 15 of the bundle was found to be re/.uced by up to 40% as a 16 result of the fuel cladding s elling and rupture, but this 17 extent of flow blockage did not reduce the coolability of 18 the bundle.
The results of these tests confirmed the 19 adequacy of the GE swelling and rupture models presented in 20 NEDO 20566.
21 In addition to GE's full bundle tests, there have been 22 numerous single rod and small bundle tests carried out by 23 other vendors and various research laboratories.
The 24 findings of these tests substantiate GE's test results.
1 l
25 0
Are fuel perforations expected for a LOCA at the Allens 26 Creek plant?
27 A.
A conservative assessment of the consequences of a LOCA 28 for Allens Creek has been done using the models given in
1 2 NEDO 20566 and Section 6.3 of the Allens Creek PSAR.
The 3
resultant hoop stress due to internal pressure for all fuel 4
rods is lbelow the ultimate strength of the clad, and results I
5 in no fuel damage in the form of perforations.
6 Q.
What are your conclusions?
i I
7 A.
Extensive testing has been done on fuel rod swelling i
8 and incidence of rupture.
General Electric has used con-9 servative interpretations of the available data to formulate i
10 its computer modeling of fuel swelling and perforation.
11 Q.
Mr! Holtzclaw, what is the purpose of your testimony 12 with respect to Mr. Doherty's contention 20 (a) ?
13 A.
The purpose of this testimony is to address Mr. Doherty's 14 Contention 20(a) which alleges that:
15 fission gas release due to fuel rupture of fuel rods with burn-up of greater than 20,000 megawatt-oays 16 per ton of uranium will be greater than applicant's estimate during a LOCA.
Applicant's underestimation 17 means fission gas release will be greater than pre-dicted, resulting in lower pellet-cladding gap con-18 ductance which results in higher initin1 stored energy and consequently higher peak cladding temper-19 ature for the ECCS to control during a LOCA.
This higher peak cladding temperature vill increase 20 the calculated peak cladding temperature to one in excess of 2,200*F.
The underprediction is caused by 21 the fact that in the Dutt and Baker co2;rection factor, the only independent variable considered was fuel burn-22 up.
Fuel operating temperature is an independent variable also.
Further, much of the data in support of 23 the correction factor was taken from fuel rods fabricated many years before and tested in 1973.
These older rods 24 differ from those to be used in ACNGS in several ways, some of which may have increased fission gas release, 25 while others decreased fission gas release.
There is no certainty the differences cancel out one another, so 26 that the data are applicable to a calculation to the ACNGS.
Intervenor contends Applicant should not be 27 permitted to use fuel rods once the threshold for significant fission gas release occurs.
This would be 35 at 24,000 MWD / metric ton for a BWR according to an article in Nuclear Safety, 20 (4), p. 418, 1979.
2
. 1 2
0 What is fission gas and fission gas release?
3 A..
A result of the fissioning of U235 is the r oduction of 4
fission gases.
The dominant gases produced are isotopes of 5
krypton, xenon, and iodine with a variety of half-lifes.
6 The total yield for these three gases is approximately 30 7
atoms per 100 fissions.
Most of these gaseous fission g
products are trapped within the fuel pellets.
However, a g
small fraction is released to the gap between the fuel 10 pellets and the cladding.
This is what is referred to as 11 fission gas release.
The amount of fission gas released 12 from the fuel is a strong function of the fuel temperature 13 and a lesser function of the fuel burn-up.
The fission gas 14 release model used by General Electric explicitly accounts 15 for the temperature dependence of fission gas release.
16 Q.
What is gap conductance and what is the effect of the 17 release of fission gas?
18 A.
Gap conductance is a measure of the rate of energy 19 transferred across the pellet-clad gap and determines the 20 temperature difference between the outer surface of the fuel 21 pellet and the inside surface temperature of the cladding.
22 Gap conductance is affected by the gap size, which is a 23 function of thermal expansion of fuel and cladding, fuel 24 irradiation swelling, fuel relocation and fuel densificatien 25 and by the thermal conductivity of the gas mixture.
Fission 26 gas release does not directly affect gap size but does 27 directly affect gas thermal conductivity.
For Allens Creek, 28 the gas mixture between the pellet-clad consists of helium, s
1 the gas trapped in the fuel pellet during manufacturing 2
3 (volatile gas), and fission gas.
Helium has a thermal conductivity that is more than an order of magnitude larger 4
than the conductivity of the dominant fission gases.
- Thus, 5
release of fission gas during irradiation dilutes the helium 6
7 fill gas and lowers the thermal conductivity of the gas g
mixture.
Overpredicting the fission gas release would lead to g.
higher predicted fuel temperatures and peak cladding tempera-10 tures and, on this basis, would be conservTtive for LOCA 11 12 calculations.
An underestimation of fission gas release would erroneously lower the predicted fuel temperatures and 13 14 the peak clad temperature.
15 O.
What method is employed by General Electric to predict 16 fission gas release?
17 A.
General Electric's gap conductance model, which is 18 referenced in the Allens Creek PSAR, is celled GEGAP III.
GEGAP III is used to initialize the stored energy in the 19 fuel and the fuel rod fission gas inventory at the onset of 20 21 the postulated LOCA.
In order to do this the model must j
22 address gap size which is affected by thermal expansion of 23 fuel and clad, fuel irradiation swelling, fuel relocation, 24 and fuel densification and the gas mixture thermal con-25 ductivity which is affected by the quantities of initial 26 fill gas, volatile gas release, and fission gau release.
27 The fission gas release model which is part of the 28 GEGAP III gap conductance model, is an empirical model which
1 1 2 calculates the amount of fission gas released during a fuel 3
cycle by dividing the fuel into specified annular regions 4
based on temperature and then swnming the fission gas release 5
from each region.
Given a temperature profile in the fuel, 6
the model predicts the amount of fission gas release.
There 7
is no burn-up dependence in the model.
g The model was verified using gas release data described 9
in NEDO-10506.
This data comes from UO fuel irradiated in 2
10 the vallecitos Boiling Water Reactor (VBWR) and the General 11 Electric Test Reactor (GETR).
The fuels had an average 12 burn-up ranging from 300 to 73,000 MWD /Mtu.
Since the model 13 depends only on temperature and not on fuel rod design, the 14 verification applies to ACNGS fuel as well as to the fuel 15 used in VBWR and GETR.
16 Q.
What is the Dutt-Baker correction factor referred to by 17 Intervenor?
18 A.
The Dutt-Baker correction is an enhancement factor used 19 to predict fission gas release for fuel with burn-up greater 20 than 20,000 MWD /Mtu.
The factor modifies the fission gas 21 release results which the temperature dependent GEGAP III 22 model yields for conditions of fuel burn-up in excess of 23 20,000 MWD /Mtu and thus makes the results dependent not only 24 on temperature but also on burn-up.
25 The Dutt-Baker correction factor for BWR's was obtained 26 from the Dutt and Baker Liquid Metal Fast Breeder Reactor 27 (LMFBR) corralation in "Siex:
A Correlated Code for the 28 Prediction of LMFBR Fuel Thermal Performance," Westinghouse,
1,
2 Hanford Report, HEDL-TME 74-55, June, 1975.
3 Q.
Has General Electric done a safety analysis comparing 4
peak clad temperature using GEGAP III with and without the 5-Dutt-Baker correction factor.
6 A.
Yes.
General Electric has done a generic analysis for 7
the LOCA.
Based on the analytical results, the Dutt-Baker 8
correction factor makes no changes in the calculation of 9
peak cladding temperature up to approximately midlife but 10' does predict up to an 85'F increase in peak cladding tempera-11 ture at end-of-life.
However, at end-of-life, the exposure 12 of the high burn-up bundles will result in lower power 13 generation levels in these bundles.
At these reduced power 14 levels, the calculated peak clad temperature is significantly 15 below the 2200*F limit.
Therefore, the 85'F increase in 16 peak clad temperature late in life will not result in ex-17 ceeding the 2200*F peak clad temperature limit so that 18 actual plant operation would not be affected.
19 Q.
Has Gene.ral Electric submitted a new fuel performance 20 model to the NRC Staff for review?
21 A.
General Flectric has submitted to the NRC for review a 22 new fuel performance model, GESTR, which has an explicit 23 exposure enhancement factor in addition to an altered tempera-24 ture dependence.
Once the NRC has approved GESTR, the 25 Applicant will use GESTR in its Final Safecy Analysis Report.
26 Q.
What are your conclusions?
27 A.
The GEGAP III model used in the Allens Creek safety The inclusion 28 analysis is strictly temperature dependent.
w-
19 -
1 2
of fuel burn-up dependence in the GEGAP III model via the 3
Dutt-Baker correction factor changes the calculated peak 4
clad temperature for a LOCA but this small increase in 5
temperature is still well within the maximum allowed clad 6
temperature of 2200*F.
7 8
9 10-11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 w
e v--
1 Exhibit KWH-1 2
EDUCATION AND PROFESSIONAL QUALIFICATIONS 3
Mr. Kevin W.
Holtzclaw 4
Mr. Holtzclaw is a Senior Licensing Engineer in the 5
Safety and Licensing Operation working for the General Electric 6
Company, Nuclear Power Systems Division, in San Jose, California T
U.S.A.
His employment with General Electric began in 1969 as 8
an engineer in the Fuel Development Section, where he worked on 9'
a fuel capsule irradiation program and performed failure 10 analyses for operating reactor fuel.
From 1971 to 1980 he 11 worked in the Fuel Rod Thermal and Mechanical Design Unit 12 performing thermal and thermal-hydraulic design analyses for 13 initial core and reload fuel.
In May 1975, he was made 14 technical leader of a group of engineers performing design 15 and licensing calculations for initial core fuel projects.
16 This work scope included defining acceptance criteria and fuel 17 thermal-mechanical properties during steady-state, transient 18 and accident conditions.
In January, 1977 Mr. Holtzclaw also 19 acted as Program Manager of the Fuel Rod Prepressurization 20 Program having responsibility for the planning, scheduling, 21 budgeting and implementation of the GE BWR prepressurized fuel 22 design.
In February, 1980 Mr. Holtzclaw transferred to the 23 GE Safety and Licensing Operation.
As a Senior Licensing 24 Engineer, he is responsible for defining and planning programs 25 relating to degraded core rulemaking.
26 Prior to working at General Electric, Mr. Holtzclaw 27 worked for one year as an engineer at the San Francisco Bay 28 Naval Shipyard Nuclear Power Department.
In this capacity
I he worked in areas of vendor qualification and piping system 2
stress analysis.
3 Mr. Holtzclaw is a past member of the National Society 4
of Professional Engineers and the California Society of 5
Professional Engineers.
In 1976 he was named as the Young 6
Engineer of the Year by the Santa Clara Valley Chapter of 7
the California Society of Professional Engineers.
8 Mr. Holtzclaw is a 1968 graduate of San Jose State 9
College with a B.S. Degree in Mechanical Engineering (Nuclear 10 Power option).
In 1973, he received a M.S. Degree in Mechanical 11 Engineering from the University of California, Berkeley.
12 13 14 15 16 17 18 19 20 21 22 23 l
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25 l
26 l
27 l
28
1 Exhibit RJW-1
~
2 EDUCATION AND PROFESSIONAL QUALIFICATIONS 3
Dr. Richard J. Williams 4
Dr. Williams is an Engineer working in the Fuel Rod 5
Thermal and Mechanical Analysis Unit at General Electric's 6
Nuclear Ene,rgy Business Group in San Jose, California.
His 7
employment with General Electric began in January 1979.
Dr.
8 Williams is responsible for nuclear fuel rod integrity under 9-normal, off-normal, transient and accident conditions.
In 10 this capacity he has performed analyses of fuel integrity under 11 the loss of coolant accident (LOCA), the reactivity initiated 12 accident (RIA) and the flow blockage event.
He has also 13 participated in the Three Mile Island Utility Support Program 14 providing analyses of the reactor fuel condition following the 15 incident.
Dr. Williams is a major General Electric engineering 16 interface with government and regulatory agencies on the Fuel l
17 Rod Research Programs being carried out in the United States, 18 Europe and Japan.
He is currently involved with the OPTRAN 19 test series being carried out in Idaho, the NRU LOCA Program 20 being carried out in Canada and the Super-Ramp Project 21 Committee, which governs the fuei rod testing being carried 22 out-in the Studsvic reactor in Sweden.
28 Prior to working at General Electric, Dr. Williams held 24 a National Research Council, (National Academy of Sciences) 25 resident research fellowship at NASA Ames Research Center, 26 Moffett Field, California where he directed cryogenic diode 27 heat pipe research.
In this capacity he was responsible for 28 the thermal diodes to be used on the Long Duration Exposure
1 Facility to be launched from the space shuttle.
~
2 Dr. Williams has published many papers in International 3
Technical Journals and holds both a BSc (1973) and Phd (1976) 4 in Mechanical Engineering from Swansea University (UK).
5 6
7 8
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