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{{#Wiki_filter:1.The views expressed herein are those of the authors and do not represent an official position of the U.S. NRC
{{#Wiki_filter:LESSONS LEARNED FROM RECENT SEISMIC RISK EVALUATIONS INCLUDING PROBABILISTIC RISK ASSESSMENTS TO SUPPORT REGULATORY ACTIONS Dr. Shilp Vasavada, Dr. Mehdi Reisi-Fard1,2 United States Nuclear Regulatory Commission 11555 Rockville Pike, Rockville, MD 20852 Shilp.Vasavada@nrc.gov; Mehdi.ReisiFard@nrc.gov The U.S. Nuclear Regulatory Commission (NRC)                               nuclear power plant. However, since the original design licensees may need to quantitatively address the risk                     of many NPPs, various efforts to assess the impact of associated with seismic events for implementing certain                   seismic events on these plants, including the quantitative regulatory actions. The NRC staff has recently completed                   risk and risk insights, have been undertaken, including:
.2.The views expressed herein are those of the authors and do not represent an official position of the U
review of several submittals, which include information related to acceptability of seismic probabilistic risk                               Unresolved Safety Issue A-46, Seismic assessments (SPRAs) that support regulatory actions.                                 Qualification of Equipment in Operating Plants, Examples of those actions include adopting the program                               1980 (Ref. 2),
.S. NRC.LESSONS LEARNED FROM RECENT SEISMIC RISK EVALUATIONS INCLUDING PROBABILISTIC RISK ASSESSMENTS TO SUPPORT REGULATORY ACTIONS Dr. Shilp Vasavada, Dr. Mehdi Reisi-Fard1,2 United States Nuclear Regulatory Commission 11555 Rockville Pike, Rockville, MD 20852 Shilp.Vasavada@nrc.gov; Mehdi.ReisiFard@nrc.gov The U.S. Nuclear Regulatory Commission (NRC) licensees may need to quantitatively address the risk associated with seismic events for implementing certain regulatory actions. The NRC staff has recently completed review of several submittals, which include information related to acceptability of seismic probabilistic risk assessments (SPRAs) that support regulatory actions. Examples of those actions include adopting the program to risk inform categorization and treatment of structures, systems and components, adopting risk-informed completion time program, and responding to Near-Term Task Force (NTTF) Recommendation 2.1 "Seismic." This review of the technical acceptability of those SPRAs. These lessons are related to the acceptability of PRA models that are used as the base for the SPRAs, use of acceptable peer-review processes, and disposition of key assumptions and sources of uncertainty in SPRA.
to risk inform categorization and treatment of structures,                           Individual Plant Examination of External Events systems and components, adopting risk-informed                                       (IPEEE), 1991 (Ref. 3),
I.INTRODUCTIONThe NRC staff has reviewed several licensing and other regulatory actions that are supported by information related to acceptability of SPRAs. The staffthe technical acceptability of SPRAs has resulted in several lessons learnt including the acceptability of PRA models that are used as the base for the SPRAs, use of acceptable peer-review processes for SPRAs, and disposition of key assumptions and sources of uncertainty in SPRA. These lessons learnt are discussed in this manuscript. II.SEISMIC RISK CONSIDERATIONS FOR U.S.NUCLEAR POWER PLANTThe guidance in General Design Criterion (GDC) 2 (Ref. 1) necessitates nuclear power plants (NPPs) in the United States to be designed to withstand credible natural and manmade hazards, including seismic events (i.e., earthquakes). In addition, certain SSCs have to be designed such that they can operate and remain operational at the Safe Shutdown Earthquake (SSE), which represents the design basis earthquake for each nuclear power plant. However, since the original design of many NPPs, various efforts to assess the impact of seismic events on these plants, including the quantitative risk and risk insights, have been undertaken, including:  Unresolved Safety Issue A-1980 (Ref. 2
completion time program, and responding to Near-Term                                 Generic Issue 199, Implications of Updated Task Force (NTTF) Recommendation 2.1 "Seismic." This                                 Probabilistic Seismic Hazard Estimates in paper presents some lessons learned from the NRC staffs                              Central and Eastern United States, 2005 (Ref.
),Individual Plant Examination of External Events(IPEEE), 1991 (Ref. 3
review of the technical acceptability of those SPRAs.                                 4), and These lessons are related to the acceptability of PRA                               Fukushima Dai-ichi Response, Near Term Task models that are used as the base for the SPRAs, use of                               Force Recommendation (NTTF) 2.1, 2012 (Ref.
),Generic Issue 199, Probabilistic Seismic Hazard Estimates inCentral 4), andFukushima Dai-ichi Response, Near Term TaskForce Recommendation (NTTF) 2.1, 2012 (Ref.
acceptable peer-review processes, and disposition of key                             5).
5).Although these efforts have resulted in an improved understanding of seismic risk at U.S. NPPs and a number of safety improvements, the seismic risk assessment methodologies used in response to these programs have varied. The methodology and the assessments used were not necessarily maintained beyond initial completion of the effort or program. Seismic probabilistic risk assessments (SPRAs) are an approach to identify insights and quantify the metrics related to the seismic risk at NPPs. The SPRAs can also provide realistic representation of the seismic risk profile at NPPs. SPRAs have evolved over the last few decades and are garnering increased safety and regulatory use as the technology matures. Some U.S. NPPs have developed SPRAs in response to recent regulatory actions stemming from the Fukushima Dai-ichi response (specifically, NTTF recommendation 2.1). These SPRAs have been developed and peer-reviewed against the 2013 version of the American Society of Mechanical Engineers (ASME)/American Nuclear Society (ANS) PRA Standard (also known as Addendum B). Those SPRAs are used to provide information about the seismic risk at U.S. NPPs PSA 2019, Charleston, SC, April 28-May 3, 2019 364 due to the re-evaluated seismic hazard and to determine if additional regulatory action is necessary. In addition, U.S. NPPs have also utilized their SPRAs for licensing activities such as (i) supporting the categorization of structures, systems, and components (SSCs) in the implementation of Part 50.69 to Title 10 of the Code of
assumptions and sources of uncertainty in SPRA.
-informed categorization and treatment of structures, systems, and components for (10 CFR 50.69; Ref. 6), and (ii) determining risk-informed completion times (RICTs; Ref.
Although these efforts have resulted in an improved I. INTRODUCTION                                                            understanding of seismic risk at U.S. NPPs and a number of safety improvements, the seismic risk assessment The NRC staff has reviewed several licensing and other                    methodologies used in response to these programs have regulatory actions that are supported by information                      varied. The methodology and the assessments used were related to acceptability of SPRAs. The staffs review of                  not necessarily maintained beyond initial completion of the technical acceptability of SPRAs has resulted in                      the effort or program.
7). Some NPPs that do not possess a detailed quantitative
several lessons learnt including the acceptability of PRA models that are used as the base for the SPRAs, use of                          Seismic probabilistic risk assessments (SPRAs) are acceptable peer-review processes for SPRAs, and                            an approach to identify insights and quantify the metrics disposition of key assumptions and sources of uncertainty                  related to the seismic risk at NPPs. The SPRAs can also in SPRA. These lessons learnt are discussed in this                        provide realistic representation of the seismic risk profile manuscript.                                                                at NPPs. SPRAs have evolved over the last few decades and are garnering increased safety and regulatory use as II. SEISMIC RISK CONSIDERATIONS FOR U.S.                                  the technology matures.
NUCLEAR POWER PLANT Some U.S. NPPs have developed SPRAs in response The guidance in General Design Criterion (GDC) 2                      to recent regulatory actions stemming from the (Ref. 1) necessitates nuclear power plants (NPPs) in the                  Fukushima Dai-ichi response (specifically, NTTF United States to be designed to withstand credible natural                recommendation 2.1). These SPRAs have been developed and manmade hazards, including seismic events (i.e.,                      and peer-reviewed against the 2013 version of the earthquakes). In addition, certain SSCs have to be                        American         Society       of   Mechanical   Engineers designed such that they can operate and remain                            (ASME)/American Nuclear Society (ANS) PRA Standard operational at the Safe Shutdown Earthquake (SSE),                        (also known as Addendum B). Those SPRAs are used to which represents the design basis earthquake for each                      provide information about the seismic risk at U.S. NPPs
: 1. The views expressed herein are those of the authors and do not represent an official position of the U.S. NRC.
: 2. The views expressed herein are those of the authors and do not represent an official position of the U.S. NRC.
PSA 2019, Charleston, SC, April 28-May 3, 2019                                                                                     364


approach, for determining the seismic risk, such as a SPRA, have proposed conservative approaches for determining the seismic risk for use in determining RICTs. The NRC staff has review ed the technical acceptability of SPRAs in the context of various regulatory actions. Several lessons have been learned from such reviews which have been and will continue to be utilized by the staff for current as well as future reviews. III.KEY LESSONS LEARNED FROM TECHNICALACCEPTABILITY REVIEWS OF SPRAs FORREGULATORY ACTIONSThis section will discuss the key lessons learned from the review of the technical acceptability of SPRAs supporting various regulatory actions. III.A. Acceptability of Base Internal Events PRAModel for Development of SPRASPRAs are usually built using the internal events PRA (IEPRA) as the base. The ASME/ANS PRA Standard, including the 2009 version endorsed by the NRC in RG 1.200, Revision 2 (Ref. 8), allows for the use of an ad-the NRC staff has not encountered such ad-hoc SPRAs to date because of (i) the availability of peer-reviewed IEPRAs which provides a technically defensible foundation as well as resource savings for developing SPRAs, and (ii) expectation for the use of IEPRAs as the base for SPRAs in the Electric Power Research Institute (EPRI) report 1025287Screening, Prioritization and Implementation Details (SPID) for the Resolution of Fukushima Near-Term Task Force Recommendation 2.1: SeismicSPID; Ref. 9). The SPID was endorsed by the NRC as acceptable guidance for use in developing SPRAs to respond to the 10 CFR 50.54(f) letter. The response to the 10 CFR 50.54(f) letter is the primary driver for the recent development of high-quality SPRAs by U.S. NPPs. IEPRAs used as the base for SPRA development often have finding level Facts and Observations (F&Os) from peer-reviews (i.e., peer-reviews of the IEPRA). The resolution of the finding level F&Os for the IEPRA can impact the SPRA in the following ways:  Certain finding level F&Os may not have been resolved to meet the basis of the finding but can be shown to not impact certain applications of the IEPRA model. However, the same conclusion may not be reached for the SPRA.Finding level F&Os may have been resolved to
due to the re-evaluated seismic hazard and to determine if  from peer-reviews (i.e., peer-reviews of the IEPRA). The additional regulatory action is necessary. In addition, U.S. resolution of the finding level F&Os for the IEPRA can NPPs have also utilized their SPRAs for licensing            impact the SPRA in the following ways:
activities such as (i) supporting the categorization of structures, systems, and components (SSCs) in the                    Certain finding level F&Os may not have been implementation of Part 50.69 to Title 10 of the Code of                resolved to meet the basis of the finding but can Federal Regulations, Risk-informed categorization and                be shown to not impact certain applications of treatment of structures, systems, and components for                  the IEPRA model. However, the same nuclear power reactors, (10 CFR 50.69; Ref. 6), and (ii)              conclusion may not be reached for the SPRA.
determining risk-informed completion times (RICTs; Ref.              Finding level F&Os may have been resolved to 7). Some NPPs that do not possess a detailed quantitative              meet the basis of the finding but, based on the approach, for determining the seismic risk, such as a                 PRA development, the resolutions may not have SPRA, have proposed conservative approaches for                       been propagated to the SPRA.
determining the seismic risk for use in determining                   Finding level F&Os may have been resolved to RICTs.                                                                 meet the basis of the finding but, based on the PRA development, the resolutions may be The NRC staff has reviewed the technical                         different from those that were propagated to the acceptability of SPRAs in the context of various                       SPRA at the time of its development.
regulatory actions. Several lessons have been learned from such reviews which have been and will continue to            Based on the above considerations, it is important to be utilized by the staff for current as well as future       ensure the technical acceptability of the IEPRA that is reviews.                                                     used as the base for SPRAs. The staffs reviews of SPRAs have found that available guidance on the peer-review of III. KEY LESSONS LEARNED FROM TECHNICAL                      SPRAs contained in Nuclear Energy Institute (NEI) 12-ACCEPTABILITY REVIEWS OF SPRAs FOR                          13, External Hazards PRA Peer Review Process REGULATORY ACTIONS                                          Guidelines (Ref. 10) does not clearly address determination of the impact of the disposition of IEPRA This section will discuss the key lessons learned from finding level F&Os on the SPRA. The NRC staff has used the review of the technical acceptability of SPRAs           publicly available information submitted by U.S. NPPs to supporting various regulatory actions.                       the NRC as well as established regulatory processes to determine that the above considerations are appropriately III.A. Acceptability of Base Internal Events PRA            factored into the development as well as the technical Model for Development of SPRA                                acceptability of SPRAs. Future refinements to the PRA Standard as well as the peer-review guidance is expected SPRAs are usually built using the internal events       to result in clear and consistent review of the IEPRA PRA (IEPRA) as the base. The ASME/ANS PRA                   technical acceptability for use as the base for SPRAs by Standard, including the 2009 version endorsed by the         the U.S. NPPs as well as the peer-reviewers.
NRC in RG 1.200, Revision 2 (Ref. 8), allows for the use of an ad-hoc SPRA developed from scratch. However,              Part 5 of the ASME/ANS PRA Standard requires the NRC staff has not encountered such ad-hoc SPRAs to       SPRAs to explicitly consider and, if necessary, include date because of (i) the availability of peer-reviewed       seismically-induced fires and floods. It is common IEPRAs which provides a technically defensible               practice to use the internal fire and internal flood PRAs, foundation as well as resource savings for developing       respectively, to support and inform the consideration of SPRAs, and (ii) expectation for the use of IEPRAs as the     seismically-induced fires and floods in SPRAs. Therefore, base for SPRAs in the Electric Power Research Institute     depending on the level of information derived from the (EPRI) report 1025287, Screening, Prioritization and       internal fire and internal flood PRAs, it can be important Implementation Details (SPID) for the Resolution of         to determine the technical acceptability as well as impact Fukushima Near-Term Task Force Recommendation 2.1:           of finding level F&Os for those PRAs on the SPRA.
Seismic (SPID; Ref. 9). The SPID was endorsed by the NRC as acceptable guidance for use in developing SPRAs       III.B. Use of Addendum B of the PRA Standard for to respond to the 10 CFR 50.54(f) letter. The response to   SPRA Development the 10 CFR 50.54(f) letter is the primary driver for the recent development of high-quality SPRAs by U.S. NPPs.           As noted previously, the response to the 10 CFR 50.54(f) letter is the primary driver for the recent IEPRAs used as the base for SPRA development           development of SPRAs by U.S. NPPs. The SPID was often have finding level Facts and Observations (F&Os)       endorsed by the NRC as acceptable guidance for use in PSA 2019, Charleston, SC, April 28-May 3, 2019                                                                      365


meet the basis of the finding but, based on thePRA development, the resolutions may not have been propagated to the SPRA.Finding level F&Os may have been resolved tomeet the basis of the finding but, based on thePRA development, the resolutions may bedifferent from those that were propagated to the SPRA at the time of its development.Based on the above considerations, it is important to ensure the technical acceptability of the IEPRA that is used as the base for SPRAs. have found that available guidance on the peer-review of SPRAs contained in Nuclear Energy Institute (NEI) 12-External Hazards PRA Peer Review Process Guidelines10) does not clearly address determination of the impact of the disposition of IEPRA finding level F&Os on the SPRA. The NRC staff has used publicly available information submitted by U.S. NPPs to the NRC as well as established regulatory processes to determine that the above considerations are appropriately factored into the development as well as the technical acceptability of SPRAs. Future refinements to the PRA Standard as well as the peer-review guidance is expected to result in clear and consistent review of the IEPRA technical acceptability for use as the base for SPRAs by the U.S. NPPs as well as the peer-reviewers. Part 5 of the ASME/ANS PRA Standard requires SPRAs to explicit ly consider and, if necessary, include seismically-induced fires and floods. It is common practice to use the internal fire and internal flood PRAs, respectively, to support and inform the consideration of seismically-induced fires and floods in SPRAs. Therefore, depending on the level of information derived from the internal fire and internal flood PRAs, it can be important to determine the technical acceptability as well as impact of finding level F&Os for those PRAs on the SPRA. III.B. Use of Addendum B of the PRA Standard forSPRA DevelopmentAs noted previously, the response to the 10 CFR 50.54(f) letter is the primary driver for the recent development of SPRAs by U.S. NPPs. The SPID was endorsed by the NRC as acceptable guidance for use in PSA 2019, Charleston, SC, April 28-May 3, 2019 365 developing SPRAs to respond to the 10 CFR 50.54(f) letter. The SPID cites Part 5 (the portion related to SPRA) of the 2013 version of the ASME/ANS PRA Standard (also known as Addendum B to the PRA Standard). RG 1.200, Revision 2, endorses the 2009 version of ASME/ANS PRA Standard (also known as Addendum A to the PRA Standard). Further, Addendum B, including Part 5 of that Addendum, has not been endorsed by the NRC for use in licensing activities (e.g., adoption of 10 CFR 50.69 and RICTs). The NRC also documented its reservations on the use of Addendum B (Ref. 11developed to respond to the 10 CFR 50.54(f) letter are submitted to support licensing actions. An approach that the staff has found to be effective in ent of the differences between the SPRA supporting requirements (SRs) (i.e.,
developing SPRAs to respond to the 10 CFR 50.54(f)                One of the key comments provided by the staff as letter. The SPID cites Part 5 (the portion related to        part of the acceptance of NEI 12-13 is the need to SPRA) of the 2013 version of the ASME/ANS PRA                determine the technical acceptability of the IEPRA that is Standard (also known as Addendum B to the PRA                used as the base for developing the SPRA as well as other Standard). RG 1.200, Revision 2, endorses the 2009          hazard PRAs (e.g., internal fire and internal flood) used to version of ASME/ANS PRA Standard (also known as              support the SPRA development. The discussion of lessons Addendum A to the PRA Standard). Further, Addendum          learned on this topic are discussed in Section III.A of this B, including Part 5 of that Addendum, has not been          manuscript.
Part 5) between Addenda A and B including a discussion of how use of Addendum B for each SR meets the intent and technical basis in Addendum A (see Ref.
endorsed by the NRC for use in licensing activities (e.g.,
12 for an example). An assessment of the differences has shown that for the majority of the SRs in Part 5, Addendum B either encompasses or is similar to the corresponding requirements in Addendum A. However, the assessment of the differences in the requirements related to certain SRs in Part 5 of the two Addenda cannot be performed on a generic basis and requires a SPRA-specific assessment.
adoption of 10 CFR 50.69 and RICTs). The NRC also                Another key comment provided by the staff as part of documented its reservations on the use of Addendum B        the acceptance of NEI 12-13 is the explicit documentation (Ref. 11). Therefore, a gap exists when SPRAs that are    of method(s) used in the SPRA development that are not developed to respond to the 10 CFR 50.54(f) letter are      state-of-practice methods and are new to the industry (i.e.,
Guidance in the SPID on certain aspects of SPRA development results in more refined approaches to meeting the SRs in Addendum B as compared to Addendum A. The NRC also accepted for use the Code Case to Part 5 of the ASME/ANS PRA Standard with clarifications and qualifications. The acceptance of the Code Case is not limited to the response to the 10 CFR 50.54(f) letter.
submitted to support licensing actions.                      SPRA practitioner community). Prior to the NRC staffs comments, there was no guidance on documenting the An approach that the staff has found to be effective in review of method(s) that were new to the industry.
Therefore, the Code Case, with the corresponding NRC comments, provides an alternative for development as well as peer-review of SPRAs that would not require a separate assessment against the SRs in Addendum A.
resolving the gap is an assessment of the differences      Therefore, it is important that U.S. NPPs using the SPRA between the SPRA supporting requirements (SRs) (i.e.,       to support their regulatory actions highlight the use and Part 5) between Addenda A and B including a discussion      review of such method(s). The NRC staff uses the results of how use of Addendum B for each SR meets the intent        of the peer-review and its established regulatory processes and technical basis in Addendum A (see Ref. 12 for an        (e.g., regulatory audit process) to identify and determine example). An assessment of the differences has shown        the acceptability of such method(s). Formal approval of that for the majority of the SRs in Part 5, Addendum B      newly-developed methods on a generic basis requires the either encompasses or is similar to the corresponding        use established regulatory processes such as the topical requirements in Addendum A. However, the assessment          report review process. Use of NEI 12-13 along with the of the differences in the requirements related to certain    clarifications and qualifications from the NRC staffs SRs in Part 5 of the two Addenda cannot be performed on      acceptance is expected to explicitly document the use of a generic basis and requires a SPRA-specific assessment. method(s) new to the SPRA community by licensee and Guidance in the SPID on certain aspects of SPRA              review of such methods by the peer-review process.
III.C. SPRA Peer-Review Process and GuidanceThe currently available guidance for performing a peer-review of a SPRA is contained in NEI 12-13. NRC staff provided certain key comments on that document in a letter (Ref. 13). Subsequently, the NRC staff accepted the use of NEI 12-13, with clarifications and qualifications (Ref. 14). Sevclarifications and qualifications of NEI 12-13 are similar to those in Ref.
development results in more refined approaches to meeting the SRs in Addendum B as compared to                      NRC staff included specific comments on the use of Addendum A.                                                  the guidance in NEI 12-13 on in-process peer-reviews for SPRAs. The purpose of an in-process peer-review is to The NRC also accepted for use the Code Case to Part     review individual technical elements of a SPRA (e.g., the 5 of the ASME/ANS PRA Standard with clarifications          seismic hazard development) separately and prior to the and qualifications. The acceptance of the Code Case is not  seismic plant response so that technical issues in those limited to the response to the 10 CFR 50.54(f) letter.      elements (identified as finding level F&Os by the peer-Therefore, the Code Case, with the corresponding NRC        reviewers) can be resolved prior to the integration of that comments, provides an alternative for development as        technical element in the SPRA. The in-process review well as peer-review of SPRAs that would not require a        was a flexibility sought by the SPRA practitioners to separate assessment against the SRs in Addendum A.           account for the important role played by the seismic hazard development and the fragility development in the III.C. SPRA Peer-Review Process and Guidance                SPRA. The comments provided by the staff are intended to ensure that the in-process peer-review is exercised The currently available guidance for performing a       consistent with the endorsed and accepted peer-review peer-review of a SPRA is contained in NEI 12-13. NRC         process, which has been extensively used to support staff provided certain key comments on that document in     regulatory activities.
: 13. Therefore, it is important that the NRC staffthe peer-review of SPRAs. One of the key comments provided by the staff as part of the acceptance of NEI 12-13 is the need to determine the technical acceptability of the IEPRA that is used as the base for developing the SPRA as well as other hazard PRAs (e.g., internal fire and internal flood) used to support the SPRA development. The discussion of lessons learned on this topic are discussed in Section III.A of this manuscript. Another key comment provided by the staff as part of the acceptance of NEI 12-13 is the explicit documentation of method(s) used in the SPRA development that are not state-of-practice methods and are new to the industry (i.e., SPRA practitioner community). comments, there was no guidance on documenting the review of method(s) that were new to the industry. Therefore, it is important that U.S. NPPs using the SPRA to support their regulatory actions highlight the use and review of such method(s). The NRC staff uses the results of the peer-review and its established regulatory processes (e.g., regulatory audit process) to identify and determine the acceptability of such method(s). Formal approval of newly-developed methods on a generic basis requires the use established regulatory processes such as the topical report review process. Use of NEI 12-13 along with the clarifications and qualifications from the NRC stacceptance is expected to explicitly document the use of method(s) new to the SPRA community by licensee and review of such methods by the peer-review process. NRC staff included specific comments on the use of the guidance in NEI 12-13 on in-process peer-reviews for SPRAs. The purpose of an in-process peer-review is to review individual technical elements of a SPRA (e.g., the seismic hazard development) separately and prior to the seismic plant response so that technical issues in those elements (identified as finding level F&Os by the peer-reviewers) can be resolved prior to the integration of that technical element in the SPRA. The in-process review was a flexibility sought by the SPRA practitioners to account for the important role played by the seismic hazard development and the fragility development in the SPRA. The comments provided by the staff are intended to ensure that the in-process peer-review is exercised consistent with the endorsed and accepted peer-review process, which has been extensively used to support regulatory activities. occurrence of peer-review performed in a manner where the hazard technical element was reviewed separately from the fragility and plant response technical elements.
a letter (Ref. 13). Subsequently, the NRC staff accepted the use of NEI 12-13, with clarifications and                     The NRC staffs reviews have encountered a single qualifications (Ref. 14). Several of the staffs            occurrence of peer-review performed in a manner where clarifications and qualifications of NEI 12-13 are similar   the hazard technical element was reviewed separately to those in Ref. 13. Therefore, it is important that the     from the fragility and plant response technical elements.
In that case, as opposed to the in-process type of peer-review discussed in Refs. 10 and 11, the peer-review of the hazard technical element was finalized (i.e., not considered interim). Therefore, a final peer-review was PSA 2019, Charleston, SC, April 28-May 3, 2019 366 not deemed necessary. However, due to the inter-play between the different technical elements, the use of distinct peer-reviews resulted in finding level F&O remaining open after the closure review. Based on that experience, it appears that that the in-process or distinct peer-reviews may not result in the level of flexibility originally expected for such reviews. The guidance in NEI 12-13 cites walkdowns performed by the peer-review team to be an important part of the peer-experience has been that plant walkdowns performed by the peer-review team are extremely valuable in confirming important modeling details as well as assumptions used in the SPRA development. In addition, NRC staff observations have also noted the peer-review team identifying technical issues from their walkdown.
NRC staffs comments are included in the performance of     In that case, as opposed to the in-process type of peer-the peer-review of SPRAs.                                   review discussed in Refs. 10 and 11, the peer-review of the hazard technical element was finalized (i.e., not considered interim). Therefore, a final peer-review was PSA 2019, Charleston, SC, April 28-May 3, 2019                                                                      366
NRC staff considers walkdowns performed as part of SPRA peer-reviews to be a crucial element of performing peer-reviews, the results of which could be used in regulatory decision making.
III.D. Key Assumptions and Sources of UncertaintyRG 1.200, Revision 2, states for each application that calls upon this regulatory guide, the applicant identifies the key assumptions and approximations relevant to that application. This will be used to identify sensitivity studies as input to the decision-making a Further, Section 4.2 of RG 1.200 states that t]hese assessments provide information to the NRC staff in their determination of whether the use of these assumptions and approximations is appropriate for the application, or whether sensitivity studies performed to support the decision are appropriate. RG 1.200, Revision 2, defines the terms key assumption and key source of uncertainty Therefore, identification and disposition of SPRA in the context of the application the SPRA is supporting is important. An effective approach for the identification assumptions and sources of uncertainty is to compile all the assumptions used in the development of the SPRA across the different technical elements (i.e., hazard, fragility, and plant response) and use the definitions in RG 1.200, Revision 2, to determine which assumption using qualitative or quantitative (i.e., sensitivity studies) means on an application-specific basis. Several sensitivity studies are usually performed as part of the SPRA development and are reviewed by the peer-review process to determine the impact of various modeling assumptions. However, it is important to recognize that not all of those assumptions, and therefore, sensitivities would meet the Revision 2. Further, such sensitivities would be performed relative to the base SPRA and may not be directly applicable to the application being supported by the SPRA (e.g., an assumption and relative sensitivity that does not impact the risk metrics but impacts the change in risk). IV.CONCLUSIONS The NRC staff has recently completed review of several submittals, which include information related to acceptability of SPRAs that support licensing and other regulatory actions. Several lessons learned from such reviews have been presented including lessons related to the acceptability of PRA models that are used as the base for the SPRAs, use of acceptable peer-review processes for SPRAs, and disposition of key assumptions and sources of uncertainty in SPRA. REFERENCES 1.
to Part 50 of Title 10 of the Code of FederalRegulations, available online at https://www.nrc.gov/reading-rm/doc-collections/cfr/part050/part050-appa.html2.Generic Letter 87-Adequacy of Mechanical and Electrical Equipment inOperating Reactors, Unresolved Safety Issue (USI)A-U.S. Nuclear Regulatory Commission
,February 1987.3.Generic Letter 88-Plant Examination of External Events (IPEEE) for Severe Accident VulnerabilitiesU.S. Nuclear Regulatory Commission, June 1991.4.Information Notice 2010-Implications of Updated Probabilistic Seismic Hazard Estimates in Central and Eastern United States on U.S. Nuclear RegulatoryCommission,  September 2010.
5.Letter from the U.S. Nuclear Regulatory CommissionTitle 10 of the Code of Federal Regulations 50.54(f)
Regarding Recommendations 2.1, 2.3, and 9.3, of the


Near-Term Task Force Review of Insights from theFukushima Dai-ichi Accident,6.-Informed Categorization and Treatment ofStructures, Systems and Components for Nuclear U.S. Nuclear RegulatoryCommission, Federal Register, 69 FR 68007
not deemed necessary. However, due to the inter-play          assumptions, and therefore, sensitivities would meet the between the different technical elements, the use of          definition of key assumption according to RG 1.200, distinct peer-reviews resulted in finding level F&O          Revision 2. Further, such sensitivities would be remaining open after the closure review. Based on that        performed relative to the base SPRA and may not be experience, it appears that that the in-process or distinct  directly applicable to the application being supported by peer-reviews may not result in the level of flexibility      the SPRA (e.g., an assumption and relative sensitivity that originally expected for such reviews.                        does not impact the risk metrics but impacts the change in risk).
,November 2004.
The guidance in NEI 12-13 cites walkdowns performed by the peer-review team to be an important part of the peer-review of SPRAs. The NRC staffs            IV. CONCLUSIONS experience has been that plant walkdowns performed by the peer-review team are extremely valuable in                  The NRC staff has recently completed review of confirming important modeling details as well as              several submittals, which include information related to assumptions used in the SPRA development. In addition,        acceptability of SPRAs that support licensing and other NRC staff observations have also noted the peer-review        regulatory actions. Several lessons learned from such team identifying technical issues from their walkdown.        reviews have been presented including lessons related to NRC staff considers walkdowns performed as part of            the acceptability of PRA models that are used as the base SPRA peer-reviews to be a crucial element of performing      for the SPRAs, use of acceptable peer-review processes peer-reviews, the results of which could be used in          for SPRAs, and disposition of key assumptions and regulatory decision making.                                  sources of uncertainty in SPRA.
PSA 2019, Charleston, SC, April 28-May 3, 2019 367 7.J. M. Golder, U.S. Nuclear Regulatory Commission
III.D. Key Assumptions and Sources of Uncertainty                                  REFERENCES RG 1.200, Revision 2, states that for each              1. Design Bases for Protection Against Natural application that calls upon this regulatory guide, the            Phenomena, General Design Criteria 2, Appendix A applicant identifies the key assumptions and                      to Part 50 of Title 10 of the Code of Federal approximations relevant to that application. This will be          Regulations,        available        online        at used to identify sensitivity studies as input to the              https://www.nrc.gov/reading-rm/doc-decision-making associated with the application. Further,        collections/cfr/part050/part050-appa.html Section 4.2 of RG 1.200 states that [t]hese assessments      2. Generic Letter 87-03, Verification of Seismic provide information to the NRC staff in their                      Adequacy of Mechanical and Electrical Equipment in determination of whether the use of these assumptions              Operating Reactors, Unresolved Safety Issue (USI) and approximations is appropriate for the application, or          A-46, U.S. Nuclear Regulatory Commission, whether sensitivity studies performed to support the              February 1987.
,to B. Bradley, Nuclear Energy Institute, Evaluation For Nuclear Energy Institute (NEI)Topical Report (TR) NEI 06--InformedTechnical Specifications Initiative 4b, Risk-ManagedTechnical SpecificationNo. MD4995), U.S. Nuclear Regulatory Commission, May 2007.8.U.S. Nuclear Regulatory Commission RegulatoryAn Approach For Determining TheTechnical Adequacy Of Probabilistic Risk Assessment Results For Risk-Informed ActivitiesRevision 2, March 2009.9.Electric Power Research Institute (EPRI) reportImplementation Details (SPID) for the Resolution ofFukushima Near-Term Task Force Recommendation 10.Nuclear Energy Institute 12-PRA Peer Review Process Guidelines, August 2012.
decision are appropriate. RG 1.200, Revision 2, defines      3. Generic Letter 88-20, Supplement 4, Individual the terms key assumption and key source of                      Plant Examination of External Events (IPEEE) for uncertainty. Therefore, identification and disposition of        Severe Accident Vulnerabilities10 CFR 50.54(f),
11.R. Correia, U.S. Nuclear Regulatory Commission, toO.Martinez, American Society of Mechanical
key assumptions and sources of uncertainty for the              U.S. Nuclear Regulatory Commission, June 1991.
 
SPRA in the context of the application the SPRA is            4. Information Notice 2010-18, Generic Issue 199, supporting is important.                                          Implications of Updated Probabilistic Seismic Hazard Estimates in Central and Eastern United States on An effective approach for the identification of key        Existing Plants, U.S. Nuclear Regulatory assumptions and sources of uncertainty is to compile all          Commission, September 2010.
(NRC) CommASME RA-SB- 20XX, Standard For Level1/LargeEarly Release Frequency Probabilistic RiskJuly 6, 2011.
the assumptions used in the development of the SPRA          5. Letter from the U.S. Nuclear Regulatory across the different technical elements (i.e., hazard,            Commission, Request for Information Pursuant to fragility, and plant response) and use the definitions in          Title 10 of the Code of Federal Regulations 50.54(f)
12.J. J. Hutto, Southern Nuclear Operating Company, toU.S. Nuclear RElectric Generating Plant Units 1 & 2 Response to Supplemental Information Needed for Acceptance ofSystematic Risk-Informed Assessment of Debris13.D. G. Harrison, U.S. Nuclear Regulatory Commission, to B. Bradley, Nuclear Energy Institute, On Nuclear Energy Institute 12-14.M. Franovich, U.S. Nuclear Regulatory Commission, Nuclear Regulatory Commission Acceptance OfNuclear Energy Institute (NEI) Guidance NEI 12-13, PSA 2019, Charleston, SC, April 28-May 3, 2019 368}}
RG 1.200, Revision 2, to determine which assumption                Regarding Recommendations 2.1, 2.3, and 9.3, of the meets the definition of key assumption. The disposition          Near-Term Task Force Review of Insights from the of the identified key assumptions can then be performed          Fukushima Dai-ichi Accident, March 2012.
using qualitative or quantitative (i.e., sensitivity studies) 6. Risk-Informed Categorization and Treatment of means on an application-specific basis. Several sensitivity        Structures, Systems and Components for Nuclear studies are usually performed as part of the SPRA                  Power Reactors, U.S. Nuclear Regulatory development and are reviewed by the peer-review process            Commission, Federal Register, 69 FR 68007, to determine the impact of various modeling assumptions.          November 2004.
However, it is important to recognize that not all of those PSA 2019, Charleston, SC, April 28-May 3, 2019                                                                       367
: 7. J. M. Golder, U.S. Nuclear Regulatory Commission, to B. Bradley, Nuclear Energy Institute, Final Safety Evaluation For Nuclear Energy Institute (NEI)
Topical Report (TR) NEI 06-09, Risk-Informed Technical Specifications Initiative 4b, Risk-Managed Technical Specifications (RMTS) Guidelines (Tac No. MD4995),     U.S. Nuclear     Regulatory Commission, May 2007.
: 8. U.S. Nuclear Regulatory Commission Regulatory Guide 1.200, An Approach For Determining The Technical Adequacy Of Probabilistic Risk Assessment Results For Risk-Informed Activities, Revision 2, March 2009.
: 9. Electric Power Research Institute (EPRI) report 1025287,      Screening,      Prioritization    and Implementation Details (SPID) for the Resolution of Fukushima Near-Term Task Force Recommendation 2.1: Seismic, Revision 0, November 2012.
: 10. Nuclear Energy Institute 12-13, External Hazards PRA Peer Review Process Guidelines, August 2012.
: 11. R. Correia, U.S. Nuclear Regulatory Commission, to O. Martinez, American Society of Mechanical Engineers, U.S. Nuclear Regulatory Commission (NRC) Comments On Addenda To A Current ANS:
ASME RA-SB- 20XX, Standard For Level1/Large Early Release Frequency Probabilistic Risk Assessment For Nuclear Power Plant Applications, July 6, 2011.
: 12. J. J. Hutto, Southern Nuclear Operating Company, to U.S. Nuclear Regulatory Commission, Vogtle Electric Generating Plant Units 1 & 2 Response to Supplemental Information Needed for Acceptance of Systematic Risk-Informed Assessment of Debris Technical Report, July 11, 2017.
: 13. D. G. Harrison, U.S. Nuclear Regulatory Commission, to B. Bradley, Nuclear Energy Institute, U.S. Nuclear Regulatory Commission Comments On Nuclear Energy Institute 12-13, External Hazards PRA Peer Review Process Guidelines Dated August 2012, November 16, 2012.
: 14. M. Franovich, U.S. Nuclear Regulatory Commission, to G. Krueger, Nuclear Energy Institute, U.S.
Nuclear Regulatory Commission Acceptance Of Nuclear Energy Institute (NEI) Guidance NEI 12-13, External Hazards PRA Peer Review Process Guidelines (August 2012), March 7, 2018.
PSA 2019, Charleston, SC, April 28-May 3, 2019             368}}

Latest revision as of 20:19, 19 October 2019

Ans_Psa_Paper_Lessons
ML19128A145
Person / Time
Issue date: 05/10/2019
From: Reisi-Fard M, Shilp Vasavada
NRC/NRR/DRA/APLB
To:
Wayne Davis, OIS
References
Download: ML19128A145 (5)


Text

LESSONS LEARNED FROM RECENT SEISMIC RISK EVALUATIONS INCLUDING PROBABILISTIC RISK ASSESSMENTS TO SUPPORT REGULATORY ACTIONS Dr. Shilp Vasavada, Dr. Mehdi Reisi-Fard1,2 United States Nuclear Regulatory Commission 11555 Rockville Pike, Rockville, MD 20852 Shilp.Vasavada@nrc.gov; Mehdi.ReisiFard@nrc.gov The U.S. Nuclear Regulatory Commission (NRC) nuclear power plant. However, since the original design licensees may need to quantitatively address the risk of many NPPs, various efforts to assess the impact of associated with seismic events for implementing certain seismic events on these plants, including the quantitative regulatory actions. The NRC staff has recently completed risk and risk insights, have been undertaken, including:

review of several submittals, which include information related to acceptability of seismic probabilistic risk Unresolved Safety Issue A-46, Seismic assessments (SPRAs) that support regulatory actions. Qualification of Equipment in Operating Plants, Examples of those actions include adopting the program 1980 (Ref. 2),

to risk inform categorization and treatment of structures, Individual Plant Examination of External Events systems and components, adopting risk-informed (IPEEE), 1991 (Ref. 3),

completion time program, and responding to Near-Term Generic Issue 199, Implications of Updated Task Force (NTTF) Recommendation 2.1 "Seismic." This Probabilistic Seismic Hazard Estimates in paper presents some lessons learned from the NRC staffs Central and Eastern United States, 2005 (Ref.

review of the technical acceptability of those SPRAs. 4), and These lessons are related to the acceptability of PRA Fukushima Dai-ichi Response, Near Term Task models that are used as the base for the SPRAs, use of Force Recommendation (NTTF) 2.1, 2012 (Ref.

acceptable peer-review processes, and disposition of key 5).

assumptions and sources of uncertainty in SPRA.

Although these efforts have resulted in an improved I. INTRODUCTION understanding of seismic risk at U.S. NPPs and a number of safety improvements, the seismic risk assessment The NRC staff has reviewed several licensing and other methodologies used in response to these programs have regulatory actions that are supported by information varied. The methodology and the assessments used were related to acceptability of SPRAs. The staffs review of not necessarily maintained beyond initial completion of the technical acceptability of SPRAs has resulted in the effort or program.

several lessons learnt including the acceptability of PRA models that are used as the base for the SPRAs, use of Seismic probabilistic risk assessments (SPRAs) are acceptable peer-review processes for SPRAs, and an approach to identify insights and quantify the metrics disposition of key assumptions and sources of uncertainty related to the seismic risk at NPPs. The SPRAs can also in SPRA. These lessons learnt are discussed in this provide realistic representation of the seismic risk profile manuscript. at NPPs. SPRAs have evolved over the last few decades and are garnering increased safety and regulatory use as II. SEISMIC RISK CONSIDERATIONS FOR U.S. the technology matures.

NUCLEAR POWER PLANT Some U.S. NPPs have developed SPRAs in response The guidance in General Design Criterion (GDC) 2 to recent regulatory actions stemming from the (Ref. 1) necessitates nuclear power plants (NPPs) in the Fukushima Dai-ichi response (specifically, NTTF United States to be designed to withstand credible natural recommendation 2.1). These SPRAs have been developed and manmade hazards, including seismic events (i.e., and peer-reviewed against the 2013 version of the earthquakes). In addition, certain SSCs have to be American Society of Mechanical Engineers designed such that they can operate and remain (ASME)/American Nuclear Society (ANS) PRA Standard operational at the Safe Shutdown Earthquake (SSE), (also known as Addendum B). Those SPRAs are used to which represents the design basis earthquake for each provide information about the seismic risk at U.S. NPPs

1. The views expressed herein are those of the authors and do not represent an official position of the U.S. NRC.
2. The views expressed herein are those of the authors and do not represent an official position of the U.S. NRC.

PSA 2019, Charleston, SC, April 28-May 3, 2019 364

due to the re-evaluated seismic hazard and to determine if from peer-reviews (i.e., peer-reviews of the IEPRA). The additional regulatory action is necessary. In addition, U.S. resolution of the finding level F&Os for the IEPRA can NPPs have also utilized their SPRAs for licensing impact the SPRA in the following ways:

activities such as (i) supporting the categorization of structures, systems, and components (SSCs) in the Certain finding level F&Os may not have been implementation of Part 50.69 to Title 10 of the Code of resolved to meet the basis of the finding but can Federal Regulations, Risk-informed categorization and be shown to not impact certain applications of treatment of structures, systems, and components for the IEPRA model. However, the same nuclear power reactors, (10 CFR 50.69; Ref. 6), and (ii) conclusion may not be reached for the SPRA.

determining risk-informed completion times (RICTs; Ref. Finding level F&Os may have been resolved to 7). Some NPPs that do not possess a detailed quantitative meet the basis of the finding but, based on the approach, for determining the seismic risk, such as a PRA development, the resolutions may not have SPRA, have proposed conservative approaches for been propagated to the SPRA.

determining the seismic risk for use in determining Finding level F&Os may have been resolved to RICTs. meet the basis of the finding but, based on the PRA development, the resolutions may be The NRC staff has reviewed the technical different from those that were propagated to the acceptability of SPRAs in the context of various SPRA at the time of its development.

regulatory actions. Several lessons have been learned from such reviews which have been and will continue to Based on the above considerations, it is important to be utilized by the staff for current as well as future ensure the technical acceptability of the IEPRA that is reviews. used as the base for SPRAs. The staffs reviews of SPRAs have found that available guidance on the peer-review of III. KEY LESSONS LEARNED FROM TECHNICAL SPRAs contained in Nuclear Energy Institute (NEI) 12-ACCEPTABILITY REVIEWS OF SPRAs FOR 13, External Hazards PRA Peer Review Process REGULATORY ACTIONS Guidelines (Ref. 10) does not clearly address determination of the impact of the disposition of IEPRA This section will discuss the key lessons learned from finding level F&Os on the SPRA. The NRC staff has used the review of the technical acceptability of SPRAs publicly available information submitted by U.S. NPPs to supporting various regulatory actions. the NRC as well as established regulatory processes to determine that the above considerations are appropriately III.A. Acceptability of Base Internal Events PRA factored into the development as well as the technical Model for Development of SPRA acceptability of SPRAs. Future refinements to the PRA Standard as well as the peer-review guidance is expected SPRAs are usually built using the internal events to result in clear and consistent review of the IEPRA PRA (IEPRA) as the base. The ASME/ANS PRA technical acceptability for use as the base for SPRAs by Standard, including the 2009 version endorsed by the the U.S. NPPs as well as the peer-reviewers.

NRC in RG 1.200, Revision 2 (Ref. 8), allows for the use of an ad-hoc SPRA developed from scratch. However, Part 5 of the ASME/ANS PRA Standard requires the NRC staff has not encountered such ad-hoc SPRAs to SPRAs to explicitly consider and, if necessary, include date because of (i) the availability of peer-reviewed seismically-induced fires and floods. It is common IEPRAs which provides a technically defensible practice to use the internal fire and internal flood PRAs, foundation as well as resource savings for developing respectively, to support and inform the consideration of SPRAs, and (ii) expectation for the use of IEPRAs as the seismically-induced fires and floods in SPRAs. Therefore, base for SPRAs in the Electric Power Research Institute depending on the level of information derived from the (EPRI) report 1025287, Screening, Prioritization and internal fire and internal flood PRAs, it can be important Implementation Details (SPID) for the Resolution of to determine the technical acceptability as well as impact Fukushima Near-Term Task Force Recommendation 2.1: of finding level F&Os for those PRAs on the SPRA.

Seismic (SPID; Ref. 9). The SPID was endorsed by the NRC as acceptable guidance for use in developing SPRAs III.B. Use of Addendum B of the PRA Standard for to respond to the 10 CFR 50.54(f) letter. The response to SPRA Development the 10 CFR 50.54(f) letter is the primary driver for the recent development of high-quality SPRAs by U.S. NPPs. As noted previously, the response to the 10 CFR 50.54(f) letter is the primary driver for the recent IEPRAs used as the base for SPRA development development of SPRAs by U.S. NPPs. The SPID was often have finding level Facts and Observations (F&Os) endorsed by the NRC as acceptable guidance for use in PSA 2019, Charleston, SC, April 28-May 3, 2019 365

developing SPRAs to respond to the 10 CFR 50.54(f) One of the key comments provided by the staff as letter. The SPID cites Part 5 (the portion related to part of the acceptance of NEI 12-13 is the need to SPRA) of the 2013 version of the ASME/ANS PRA determine the technical acceptability of the IEPRA that is Standard (also known as Addendum B to the PRA used as the base for developing the SPRA as well as other Standard). RG 1.200, Revision 2, endorses the 2009 hazard PRAs (e.g., internal fire and internal flood) used to version of ASME/ANS PRA Standard (also known as support the SPRA development. The discussion of lessons Addendum A to the PRA Standard). Further, Addendum learned on this topic are discussed in Section III.A of this B, including Part 5 of that Addendum, has not been manuscript.

endorsed by the NRC for use in licensing activities (e.g.,

adoption of 10 CFR 50.69 and RICTs). The NRC also Another key comment provided by the staff as part of documented its reservations on the use of Addendum B the acceptance of NEI 12-13 is the explicit documentation (Ref. 11). Therefore, a gap exists when SPRAs that are of method(s) used in the SPRA development that are not developed to respond to the 10 CFR 50.54(f) letter are state-of-practice methods and are new to the industry (i.e.,

submitted to support licensing actions. SPRA practitioner community). Prior to the NRC staffs comments, there was no guidance on documenting the An approach that the staff has found to be effective in review of method(s) that were new to the industry.

resolving the gap is an assessment of the differences Therefore, it is important that U.S. NPPs using the SPRA between the SPRA supporting requirements (SRs) (i.e., to support their regulatory actions highlight the use and Part 5) between Addenda A and B including a discussion review of such method(s). The NRC staff uses the results of how use of Addendum B for each SR meets the intent of the peer-review and its established regulatory processes and technical basis in Addendum A (see Ref. 12 for an (e.g., regulatory audit process) to identify and determine example). An assessment of the differences has shown the acceptability of such method(s). Formal approval of that for the majority of the SRs in Part 5, Addendum B newly-developed methods on a generic basis requires the either encompasses or is similar to the corresponding use established regulatory processes such as the topical requirements in Addendum A. However, the assessment report review process. Use of NEI 12-13 along with the of the differences in the requirements related to certain clarifications and qualifications from the NRC staffs SRs in Part 5 of the two Addenda cannot be performed on acceptance is expected to explicitly document the use of a generic basis and requires a SPRA-specific assessment. method(s) new to the SPRA community by licensee and Guidance in the SPID on certain aspects of SPRA review of such methods by the peer-review process.

development results in more refined approaches to meeting the SRs in Addendum B as compared to NRC staff included specific comments on the use of Addendum A. the guidance in NEI 12-13 on in-process peer-reviews for SPRAs. The purpose of an in-process peer-review is to The NRC also accepted for use the Code Case to Part review individual technical elements of a SPRA (e.g., the 5 of the ASME/ANS PRA Standard with clarifications seismic hazard development) separately and prior to the and qualifications. The acceptance of the Code Case is not seismic plant response so that technical issues in those limited to the response to the 10 CFR 50.54(f) letter. elements (identified as finding level F&Os by the peer-Therefore, the Code Case, with the corresponding NRC reviewers) can be resolved prior to the integration of that comments, provides an alternative for development as technical element in the SPRA. The in-process review well as peer-review of SPRAs that would not require a was a flexibility sought by the SPRA practitioners to separate assessment against the SRs in Addendum A. account for the important role played by the seismic hazard development and the fragility development in the III.C. SPRA Peer-Review Process and Guidance SPRA. The comments provided by the staff are intended to ensure that the in-process peer-review is exercised The currently available guidance for performing a consistent with the endorsed and accepted peer-review peer-review of a SPRA is contained in NEI 12-13. NRC process, which has been extensively used to support staff provided certain key comments on that document in regulatory activities.

a letter (Ref. 13). Subsequently, the NRC staff accepted the use of NEI 12-13, with clarifications and The NRC staffs reviews have encountered a single qualifications (Ref. 14). Several of the staffs occurrence of peer-review performed in a manner where clarifications and qualifications of NEI 12-13 are similar the hazard technical element was reviewed separately to those in Ref. 13. Therefore, it is important that the from the fragility and plant response technical elements.

NRC staffs comments are included in the performance of In that case, as opposed to the in-process type of peer-the peer-review of SPRAs. review discussed in Refs. 10 and 11, the peer-review of the hazard technical element was finalized (i.e., not considered interim). Therefore, a final peer-review was PSA 2019, Charleston, SC, April 28-May 3, 2019 366

not deemed necessary. However, due to the inter-play assumptions, and therefore, sensitivities would meet the between the different technical elements, the use of definition of key assumption according to RG 1.200, distinct peer-reviews resulted in finding level F&O Revision 2. Further, such sensitivities would be remaining open after the closure review. Based on that performed relative to the base SPRA and may not be experience, it appears that that the in-process or distinct directly applicable to the application being supported by peer-reviews may not result in the level of flexibility the SPRA (e.g., an assumption and relative sensitivity that originally expected for such reviews. does not impact the risk metrics but impacts the change in risk).

The guidance in NEI 12-13 cites walkdowns performed by the peer-review team to be an important part of the peer-review of SPRAs. The NRC staffs IV. CONCLUSIONS experience has been that plant walkdowns performed by the peer-review team are extremely valuable in The NRC staff has recently completed review of confirming important modeling details as well as several submittals, which include information related to assumptions used in the SPRA development. In addition, acceptability of SPRAs that support licensing and other NRC staff observations have also noted the peer-review regulatory actions. Several lessons learned from such team identifying technical issues from their walkdown. reviews have been presented including lessons related to NRC staff considers walkdowns performed as part of the acceptability of PRA models that are used as the base SPRA peer-reviews to be a crucial element of performing for the SPRAs, use of acceptable peer-review processes peer-reviews, the results of which could be used in for SPRAs, and disposition of key assumptions and regulatory decision making. sources of uncertainty in SPRA.

III.D. Key Assumptions and Sources of Uncertainty REFERENCES RG 1.200, Revision 2, states that for each 1. Design Bases for Protection Against Natural application that calls upon this regulatory guide, the Phenomena, General Design Criteria 2, Appendix A applicant identifies the key assumptions and to Part 50 of Title 10 of the Code of Federal approximations relevant to that application. This will be Regulations, available online at used to identify sensitivity studies as input to the https://www.nrc.gov/reading-rm/doc-decision-making associated with the application. Further, collections/cfr/part050/part050-appa.html Section 4.2 of RG 1.200 states that [t]hese assessments 2. Generic Letter 87-03, Verification of Seismic provide information to the NRC staff in their Adequacy of Mechanical and Electrical Equipment in determination of whether the use of these assumptions Operating Reactors, Unresolved Safety Issue (USI) and approximations is appropriate for the application, or A-46, U.S. Nuclear Regulatory Commission, whether sensitivity studies performed to support the February 1987.

decision are appropriate. RG 1.200, Revision 2, defines 3. Generic Letter 88-20, Supplement 4, Individual the terms key assumption and key source of Plant Examination of External Events (IPEEE) for uncertainty. Therefore, identification and disposition of Severe Accident Vulnerabilities10 CFR 50.54(f),

key assumptions and sources of uncertainty for the U.S. Nuclear Regulatory Commission, June 1991.

SPRA in the context of the application the SPRA is 4. Information Notice 2010-18, Generic Issue 199, supporting is important. Implications of Updated Probabilistic Seismic Hazard Estimates in Central and Eastern United States on An effective approach for the identification of key Existing Plants, U.S. Nuclear Regulatory assumptions and sources of uncertainty is to compile all Commission, September 2010.

the assumptions used in the development of the SPRA 5. Letter from the U.S. Nuclear Regulatory across the different technical elements (i.e., hazard, Commission, Request for Information Pursuant to fragility, and plant response) and use the definitions in Title 10 of the Code of Federal Regulations 50.54(f)

RG 1.200, Revision 2, to determine which assumption Regarding Recommendations 2.1, 2.3, and 9.3, of the meets the definition of key assumption. The disposition Near-Term Task Force Review of Insights from the of the identified key assumptions can then be performed Fukushima Dai-ichi Accident, March 2012.

using qualitative or quantitative (i.e., sensitivity studies) 6. Risk-Informed Categorization and Treatment of means on an application-specific basis. Several sensitivity Structures, Systems and Components for Nuclear studies are usually performed as part of the SPRA Power Reactors, U.S. Nuclear Regulatory development and are reviewed by the peer-review process Commission, Federal Register, 69 FR 68007, to determine the impact of various modeling assumptions. November 2004.

However, it is important to recognize that not all of those PSA 2019, Charleston, SC, April 28-May 3, 2019 367

7. J. M. Golder, U.S. Nuclear Regulatory Commission, to B. Bradley, Nuclear Energy Institute, Final Safety Evaluation For Nuclear Energy Institute (NEI)

Topical Report (TR) NEI 06-09, Risk-Informed Technical Specifications Initiative 4b, Risk-Managed Technical Specifications (RMTS) Guidelines (Tac No. MD4995), U.S. Nuclear Regulatory Commission, May 2007.

8. U.S. Nuclear Regulatory Commission Regulatory Guide 1.200, An Approach For Determining The Technical Adequacy Of Probabilistic Risk Assessment Results For Risk-Informed Activities, Revision 2, March 2009.
9. Electric Power Research Institute (EPRI) report 1025287, Screening, Prioritization and Implementation Details (SPID) for the Resolution of Fukushima Near-Term Task Force Recommendation 2.1: Seismic, Revision 0, November 2012.
10. Nuclear Energy Institute 12-13, External Hazards PRA Peer Review Process Guidelines, August 2012.
11. R. Correia, U.S. Nuclear Regulatory Commission, to O. Martinez, American Society of Mechanical Engineers, U.S. Nuclear Regulatory Commission (NRC) Comments On Addenda To A Current ANS:

ASME RA-SB- 20XX, Standard For Level1/Large Early Release Frequency Probabilistic Risk Assessment For Nuclear Power Plant Applications, July 6, 2011.

12. J. J. Hutto, Southern Nuclear Operating Company, to U.S. Nuclear Regulatory Commission, Vogtle Electric Generating Plant Units 1 & 2 Response to Supplemental Information Needed for Acceptance of Systematic Risk-Informed Assessment of Debris Technical Report, July 11, 2017.
13. D. G. Harrison, U.S. Nuclear Regulatory Commission, to B. Bradley, Nuclear Energy Institute, U.S. Nuclear Regulatory Commission Comments On Nuclear Energy Institute 12-13, External Hazards PRA Peer Review Process Guidelines Dated August 2012, November 16, 2012.
14. M. Franovich, U.S. Nuclear Regulatory Commission, to G. Krueger, Nuclear Energy Institute, U.S.

Nuclear Regulatory Commission Acceptance Of Nuclear Energy Institute (NEI) Guidance NEI 12-13, External Hazards PRA Peer Review Process Guidelines (August 2012), March 7, 2018.

PSA 2019, Charleston, SC, April 28-May 3, 2019 368