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{{Adams
{{Adams
| number = ML13350A367
| number = ML003739957
| issue date = 06/30/1975
| issue date = 05/31/1976
| title = Comprehensive Vibration Assessment Program For Reactor Internals During Preoperational And Initial Startup Testing
| title = Comprehensive Vibration Assessment Program for Reactor Internals During Preoperational and Initial Startup Testing
| author name =  
| author name =  
| author affiliation = NRC/OSD
| author affiliation = NRC/RES
| addressee name =  
| addressee name =  
| addressee affiliation =  
| addressee affiliation =  
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| license number =  
| license number =  
| contact person =  
| contact person =  
| document report number = RG-1.020, Rev. 1
| document report number = RG-1.20, Rev 2
| document type = Regulatory Guide
| document type = Regulatory Guide
| page count = 8
| page count = 9
}}
}}
{{#Wiki_filter:U.S. NUCLEAR REGULATORY COMMISSIONREGULATORY GUIDEOFFICE OF STANDARDS DEVELOPMENTREGULATORY GUIDE 1.20COMPREHENSIVE VIBRATION ASSESSMENT PROGRAMFOR REACTOR INTERNALS DURINGPREOPERATIONAL AND INITIAL STARTUP TESTINGRevision 1June 1975A. INTRODUCTIONCriterion 1, "Quality Standards and Records," ofAppendix A, "General Design Criteria for Nuclear'PowerPlants," to 10 CFR Part 50, "Licensing of Productionand Utilization Facilities," requires that structures,systems, and components important to safety bedesigned, fabricated, erected, and tested to qualitystandards commensurate with the importance of thesafety functions to be performed. Section 50.34, "Con-tents of Applications; Technical Information," of 10CFR Part 50 requires the applicant to determine and tospecify the margin of safety associated with normaloperation and anticipated operating transients.This guide presents a method acceptable to the NRCstaff for implementing the above requirements withrespect to the internals of light-water-cooled reactors'during preoperational and initial startup testing.2 Inser-vice inspections and inservice monitoring programs toverify that the reactor internal components have notbeen subjected to structural degradation as a result ofvibration during normal reactor operation are notcovered by this guide.'Reactor internals, as used in this regulatory guide, comprisecore support structures and adjoining internal structures. Coresupport and internal structures are defined in Article NG-I 120of Section 111 (Nuclear Power Plant Components) of the ASMEBoiler and Pressure Vessel Code.kConsistent with Regulatory Guide 1.68, "Preoperational andInitial Startup Test Programs for Water-Cooled PowerReactors," preoperational testing as used in this guide consistsof those tests conducted prior to fuel loading, and intial startuptesting refers to those tests performed after fuel loading.B. DISCUSSIONReactor internals important to safety are designed toaccommodate steady-state and transient vibratory loadsfor the service life of the reactor. This guide presents acomprehensive vibration assessment program for use inverifying the structural integrity of the reactor internalsfor flow-induced vibrations prior to commercial opera-tion. The overall program includes individual analytical,measurement, and inspection programs. The term "com-prehensive" appears in the title of the overall program toemphasize that the individual programs should be usedcooperatively to verify structural integrity and to estab-lish the margin of safety. For example, the analyticalprogram not only should be used to provide theoreticalverification of structural integrity but also should be thebasis for the choice of components and areas to bemonitored in the measurement and inspection programs;the measurement program should be used to confirm theanalysis, but the program (i.e., data acquisition, reduc-tion, interpretation processes) should be sufficientlyflexible to permit definition of any significant vibratorymodes that are present but were not included in theanalysis; the inspection program should be consideredand used as a powerful tool for quantitative (e.g., as anindicator of maximum total relative motion) as well asqualitative (e.g., establishment of boundary conditionsby inspection evidence at component interfaces) verifica-tion of both the analytical and measurement programresults.The original guidelines of Regulatory Guide 1.20 havebeen refined in this revision to incorporate items thatwill expedite review of the applicant's vibration assess-ment program by the NRC staff. Generally, this has beenaccomplished by increased specificity in the guidelinesUSNRC REGULATORY GUIDES Comments should be sent to the Secretary of the Commission. U.S. NuclearRegulatory Guide% ate issud to describe and matte available to the publc Regulatory Commission. Washington, D.C. 20566. Attention Dockelting andmethods acceptable tO the NRC staff of implementing specific pans of the Service Section.Commisson's regulations. In delineate techniques used by the staff in vavlu The guides are Issued in the following ten broad divisionssling specsifc problems or postulated accidents, or to provide guidance to opplicants Regulatory Guides are not substitutes lor regulations. and compliance I. Power Reactors 6, Productsw"th therr is no. required. Methods and solutions dilterent from those set out in 2 Research and Test Reactors 7. Transportationthe gurdes will be acceptable if they provide a basis tor the findings requisita to 3. Fuels and Materials Facilities S. Occupational Healththe tsluence or continuance of a permit or license by the Commission 4. Environmental and Siting 9. Antltrust ReviewComments and suggestions for improvements in these guide% are encourageo S Materials and Plant Protection 10. Gentealat all times. and guides wilt be tewised. as eppropriate, to accommodate cornments and to reflect new informatton or eaperience However, comments on Copies of published guides may be obtained by written request indicating thethins gurde. If recersed within about two months ailts ats issuance. will be par divisions desired to the U.S. Nuclear RegulatotV Commission. Washinglon. 0 C.K cuterly useful in evaluating the need for an early tevismon 2066M. AttentloA. Direitor. Of tice of Standards Development for the vibration analysis, measurement, and inspectionprograms and by inclusion of guidelines for schedulingsignificant phases of the comprehensive vibration assess-ment program.The original guidelines served as the basis for testingmany prototype and similar-to-prototype (referred to inthis guide as non-prototype) reactor internals. Operatingexperience and the tendency for the design of sub-sequent reactor internals to differ somewhat from thatof the initially designated prototypes have, in someinstances, made the basic prototype and non-prototypeclassifications difficult to apply, resulting in the need for* time-consuming case-by-case resolution of reactorinternal classifications and corresponding vibrationassessment programs.This revision expands on the previous classificationsand outlines an appropriate comprehensive vibrationassessment program for each class. The new classifica-tions are defined in regulatory position C.A below. Ingeneral, the expanded classifications and correspondingprograms allow for the use, under certain conditions, ofprototype reactor internals that have experienced someadverse inservice vibration phenomena as limited proto-types and for the use, under certain conditions, ofreactor internals that are in some respects structurallydissimilar from the designated prototype as limitednon-prototypes. The expanded classifications will makethe use of this guide compatible with design andoperating experience.C. REGULATORY POSITIONThe classifications provided in regulatory position C.1should be used by the applicant to first categorize thereactor internals according to design, operating param-eters, and the operating experience of potential proto-typed. The appropriate comprehensive vibrationassessment program should then be established from theguidelines specified for that classification in the succeed-ing sections of this guide. The comprehensive vibrationassessment programs outlined in this guide are sum-marized in Figure 1.1. Classification of Reactor Internals Relative to theComprehensive Vibration Assessment Program1.1 Prototype. A reactor internals configuration,that, because of its arrangement, design, size, or operat-ing conditions, represents a first-of-a-kind or uniquedesign for which no Valid Prototype exists.1.2 Valid Prototype. A reactor internals config-uration that has successfully completed a comprehensivevibration assessment program for Prototype reactorinternals and has experienced no adverse inservicevibration phenomena. A Valid Prototype that is sub-sequently modified in design (e.g., as in item 1.3 below)remains a Valid Prototype relative to its original design.1.3 Conditional Prototype. A Valid Prototypethat later experiences adverse inservice vibrationphenomena and subsequently has been modified inarrangement, design, size, or operating conditions isdesignated a Conditional Prototype. Upon satisfyingconditions described elsewhere in this guide, the Condi-tional Prototype serves as the reference design forNon-Prototype, Category Ill and IV, reactor internalsconfigurations.1.4 Non-Prototype, Category 1. A reactor inter-nals configuration with substantially the same arrange-ment, design., size, and operating conditions as aspecified Valid Prototype and for which nominal differ-ences in arrangement, design, size, and operating condi-tions have been shown by test or analysis to have nosignificant effect on the vibratory response andexcitation of those reactor internals important to safety.1.5 Non-Prototype, Category II. A reactorinternals configuration with substantially the same sizeand operating conditions as a specified Valid Prototype,but with some component arrangement or design differ-ences that are shown by t.-st or analysis to have nosignificant effect on the vibratory response and excita-tion of those unmodified reactor internals important tosafety.1.6 Limited Valid Prototype. A Non-Prototype,Category 11 or Ill, reactor internals configuration thathas successfully completed the appropriate comprehen-sive vibration assessment program and has itself experi-enced no adverse inservice vibration phenomena. Anoperating Valid Prototype that has demonstratedextended satisfactory inservice operation subsequent to adesign modification may be considered a Limited ValidPrototype relative to the modified reactor internalsconfiguration. A Conditional Prototype that has demon-strated extended satisfactory inservice operation may beconsidered a Limited Valid Prototype.1.7 Non-Prototype, Category 111. A reactor inter-nals configuration with substantially the same arrange-ment, design, size, and operating conditions as aspecified Conditional Prototype with insufficientoperating history to justify it as a Limited ValidPrototype. Differences in arrangement, design, size, andoperating conditions should be shown by test or analysisto have no significant effect on the vibratory responseand excitation of those reactor internals important tosafety.1.8 Non-Prototype, Category IV. A ieactor inter-nals configuration with substantially the same arrange-ment, design, size, and operating conditions as aspecified Limited Valid Prototype, where nominal differ-1.20-2 01IQDReactor internals configuration for which comprehensivevibration assessment program is defined.Summary of comprehensive vibration assessment programs.Reactor internals reference design which, together with its test and operatingexperience, provides the basis for a specific comprehensive vibration assessmentprogram.Indicates alternative pathsFIGURE I -SUMMARY OF COMPREHENSIVE VIBRATION ASSESSMENT PROGRAMS1.20-3 ences in arrangement, design, size, and operating condi.tions have been shown by test or analysis to have nosignificant effect on the vibratory response and excita-tion of those reactor internals important to safety.Associated with the Prototype and the Category 1, 11,III, and IV Non-Prototype classifications are thecomprehensive vibration assessment programs delineatedin regulatory positions C.2 and C.3 and summarized inFigure 1. The foregoing classifications are definedrelative to the three prototype reference design classifi-cations (i.e., Valid Prototype, Conditional Prototype,Limited Valid Prototype) upon whose design, test, andoperating experience the individual comprehensivevibration assessment programs are based..2. Comprehensive Vibration Assessment Program forPrototype Reactor InternalsThe comprehensive vibration assessment programshould be implemented in conjunction with preopera-tional and initial startup testing. It should consist of avibration analysis, a vibration measurement program, aninspection program, and a correlation of their results.2.1 Vibration Analysis ProgramThe vibration analysis should be performed forthose steady-state and anticipated transient conditionsthat correspond to preoperadional and initial startup testand normal operating conditions. The vibration analysissubmittal should include a summary of:1. The theoretical structural and hydraulicmodels and analytical formulations or scaling laws andscale models used in the analysis.2. The structural and hydraulic system naturalfrequencies and associated mode shapes which may beexcited during steady-state and anticipated transientoperation.3. The estimated random and deterministicforcing functions, including any very-low-frequencycomponents, for steady-state and anticipated transientoperation.4. The calculated structural and hydraulicresponses for steady-state and anticipated transientoperation. (The random, deterministic, overall integratedmaximum response, any very-low-frequency componentsof response, and the level of cumulative fatigue damageshould be identified.)5. A comparison of the calculated structuraland hydraulic responses for preoperational and initialstartup testing with those for normal operation. (Normaloperating conditions that are not accurately or suffi-ciently simulated by the test conditions should beidentified.)6. The anticipated structural or hydraulicvibratory response (defined in terms of frequency,amplitude, and modal contributions) that is appropriateto each of the sensor locations for steady-state andanticipated transient preoperational and startup testconditions.7. The test acceptance criteria with permissibledeviations and the basis for the criteria. (The criteriashould be established in terms of maximum allowableresponse levels in the structure and presented in terms ofmaximum allowable response levels at sensor locations.)2.2 Vibration Measurement ProgramA vibration measurement program should bedeveloped and implemented to verify the structuralintegrity of the reactor internals, to determine themargin of safety associated with steady-state and antici-pated transient conditions for normal operation and toconfirm the results of the vibration analysis. Thevibration measurement program should include adescription of:1. The data acquisition and reduction system,including:a. Transducer types and their specifications,including useful frequency and amplitude ranges.b. Transducer positions, which should besufficient to monitor significant lateral, vertical, andtorsional structural motions of major reactor internalcomponents in shell, beam, and rigid body modes ofvibration, as well as significant hydraulic responses andthose parameters that define the input forcingfunction.c. Precautions being taken to ensure acquisi-tion of quality data (e.g., optimization of signal-to-noiseratio, relationship of recording times to data reductionrequirements, choice of instrumentation system).d. On-line data evaulation system to provideimmediate verification of general quality and level ofdata.e. Procedures for determining frequency,modal content, and maximum values of response.2. Test operating conditions, including:a. All steady-state and transient modes ofoperation.1.20-4 b. The planned duration of all testing in,normal operating modes to ensure that each criticalcomponent will have been subjected to at least 1O0cycles of vibration (i.e., computed at the component'sminimum significant response frequency) prior to thefinal inspection of the reactor internals. (If it is notfeasible to perform an inspection following the accumu-lation of 107 cycles, the structural integrity of thereactor internals should be verified by measurementswhich demonstrate that no significant change in struc-tural response resulting from component damage hasoccurred between the time vibration testing was initiatedand after 107 cycles were accrued.)c. Disposition of fuel assemblies. (Testingshould be performed with the reactor internals impor-tant to safety and the fuel assemblies (or dummyassemblies which provide equivalent dynamic mass andflow characteristics) in position. The test may beconducted without real or dummy fuel assemblies if itcan be shown by analytical or experimental means thatsuch conditions will yield conservative results.)2.3 Inspection ProgramThe inspection program should provide forinspections of the reactor internals prior to and follow-ing operation at those steady-state and transient modesconsistent with the test conditions for regulatoryposition C.2.2.2. The reactor internals should beremoved from the reactor vessel for these inspections. Ifremoval is not feasible, the inspections should beperformed by means of examination equipment appro-priate for in situ inspection. The inspection programshould include:1. A tabulation of all reactor internal compo-nents .,..d iocal areas to be inspected, including:a. All major load-bearing elements of thereactor internals relied upon to retain the core supportstructure in position.b. The lateral, vertical, and torsionalrestraints provided within the vessel.c. Those locking and bolting componentswhose failure could adversely affect the structuralintegrity of the reactor internals.d. Those surfaces that are known to be ormay become contact surfaces during operation.e. Those critical locations on the reactorinternal components as identified by the vibrationanalysis.f. The interior of the reactor vessel forevidence of loose parts or foreign material.2. A tabulation of specific inspection areas thatcan be used to verify segments of the vibration analysisand measurement program.3. A description of the inspection procedure,including the method of examination (e.g., visual andnondestructive surface examinations), method of docu-mentation, access provisions on the reactor internals,and specialized equipment to be employed during theinspections to detect and quantify evidence of theeffects of vibration.2.4 Documentation of ResultsThe results of the vibration analysis, measure-ment, and inspection programs should be reviewed andcorrelated to determine the extent to which the testacceptance criteria are satisfied. A summary of theresults should be submitted to the Commission asfollows:1. If the results of'the comprehensive vibrationassessment program are acceptable, the final reportshould include:a. A description of any deviations from thespecified measurement and inspection programs,including instrumentation reading and inspectionanomalies, instrumentation malfunctions, and deviationsfrom the specified operating conditions,b. A comparison between the measured andanalytically determined modes of structural andhydraulic response (including those parameters fromwhich the input forcing function is determined) for thepurpose of establishing the validity of the analyticaltechnique,c. A determination of the margin of safetyassociated with normal steady-state and anticipatedtransient operation,d. An evaluation of measurements thatexceeded acceptable limits not specified as testacceptance criteria or of observations that were unantici-pated and the disposition of such deviations.2. If (1) inspection of the reactor internalsreveals defects, evidence of unacceptable motion,excessive or undue wear, (2) the results from themeasurement program fail to satisfy the specified testacceptance criteria, or (3) the results from the analysis,measurement, and inspection programs are inconsistent,the final report should also include an evaluation anddescription of the modifications or actions planned inorder to justify the structural adequacy of the reactorinternals.1.20-5 The collection, storage, and maintenance ofall records relevant to the analysis, measurement, andinspection phases of the comprehensive vibration assess-ment program should be consistent with RegulatoryGuide 1.88, "Collection, Storage, and Maintenance ofNuclear Power Plant Quality Assurance Records," whichdescribes a method acceptable to the NRC staff forcomplying with Criterion XVII, "Quality AssuranceRecords," of Appendix B, "Quality Assurance Criteriafor Nuclear Power Plants and Fuel Reprocessing Plants,"to 10 CFR Part 50.effects of such operation on the structural integrity ofthe non-prototype reactor internals should be based onthe results of a comprehensive vibration assessmentprogram developed for the specific non-prototype classi-fication (i.e., Categcry 1, 1I, Ill, or IV). The comprehen-sive vibration assessmcnt programs for non-prototypereactor internals are outlined below. These programsshould be scheduled and documented in accordance withthe guidelines for the program delineated in regulatorypositions C.2.4 and C.2.5 for Prototype reactor inter-nals.2.5 Schedule3.1 Non-Prototype, Category IA schedule should be established and submittedto the Commission during the construction permitreview. The schedule should provide that:1. The reactor internals design will be classifiedin the Preliminary Safety Analysis Report (PSAR) as aprototype or a specific category of non-prototype. (Ifthe internals are classified as non-prototype, the appli-cant should identify the applicable prototype reactorinternals in the PSAR. Experimental or analyticaljustification for the non-prototype classification shouldbe presented during the construction permit review.)2. A commitment will be established duringthe construction permit review regarding the scope ofthe comprehensive vibration assessment program.3. A description of the vibration measurementand inspection phases of the comprehensive vibrationassessment program will be submitted to the Com-mission in sufficient time to permit utilization ofCommission recommendations. (A 90-day comment andreview period by the staff should be assumid by theapplic~ant for scheduling purposes.)4. A summary of the vibration analysis pro-gram will be submitted to the Commission a minimumof 60 days prior to submittal of the description of thevibration measurement and inspection programs.5. The final report, which summarizes theresults of the vibration analysis, measurement, andinspection programs, will be presented to the Com-mission within 120 days of the completion of vibrationtesting,3. Comprehensive Vibration Assessment Programsfor Non-Prototype Reactor InternalsNon-prototype reactor internals important tosafety should be subjected during the preoperational andinitial startup test program to all significant flow modesassociated with normal steady-state and anticipatedtransient operation under the same test conditionsimposed on the applicable prototype. Evaluation of the3.1.1 Vibration Analysis ProgramThe Valid Prototype should be specified andsufficient evidence should be provided to support theclassification Non-Prototype, Category 1.The vibration analysis for the Valid Proto-type, which includes a summary of the anticipatedstructural and hydraulic response and test acceptancecriteria, should be modified to account for the nominaldifferences that may exist between the Non-Prototype,Category I, and Valid Prototype reactor internals.3.1.2 Vibration Measurement ProgramThe vibration measurement program may beomitted if the inspection program is implemented.If a measurement program is implemented inlieu of an inspection program, sufficient and appropriateinstrumentation should be incorporated to verify thatthe vibratory response of the Non-Prototype, Category 1,reactor internals is consistent with the results of thevibration analysis, test acceptance criteria, and thevibratory response observed in the Valid Prototype. Thevibration measurement program should include adescription of the data acquisition and reductionsystems and test operating conditions consistent withthe general guidelines for the vibration measurementprogram delineated in regulatory position C.2.2 forPrototype reactor internals.3.1.3 Inspection ProgramIf an inspection program is implemented inlieu of a vibration measurement program, the guidelinesfor the inspection program delineated in regulatoryposition C.2.3 for Prototype reactor internals should befollowed.The inspection program may be omitted ifthe vibration measurement program is implemented.However, if significant discrepancies exist betweenanticipated and measured responses for specific compo-nents, those components should be removed froin the1.20-6 reactor vessel and a visual examination performed.Components for which removal is not feasible should beexamined in situ by means of appropriate inspectionequipment. In any case, the interior of the reactor vesselshould be visually checked for loose parts and foreignmaterial.3.2 Non-Prototype, Category 113.2.1 Vibration Analysis ProgramThe Valid Prototype should be specified,and sufficient evidence should be provided to supportthe classification Non-Prototype, Category II, whichrequires demonstrating that the structural differencesthat exist between the Non-Prototype, Category II,and Valid Prototype reactor internals have no significanteffect on the vibratory response and excitation of thoseunmodified Non-Prototype, Category Ii, components.The vibration analysis for the Valid Proto-type, which includes a summary of the anticipatedstructural and hydraulic response and test acceptancecriteria, should be modified to account for the structuraldifferences that exist between the Valid Prototype andNon-Prototype, Category !1, reactor internals.Test acceptance criteria should specificallybe established for those Non-Prototype, Category II,reactor internal components with structural differencesrelative to the Valid Prototype.3.2.2 Vibration Measurement ProgramA vibration measurement program should beimplemented on the Non-Prototype, Category II, reactorinternals during preoperational and initial startuptesting.The vibration measurement program shouldinclude a description of the data acquisition andreduction systems and test operating conditions con-sistent with the general guidelines for the vibrationmeasurement program delineated in regulatory positionC.2.2 for Prototype reactor internals.Sufficient and appropriate instrumentationshould be used to define the vibratory response (i.e.,frequency, amplitude, modal content) of those reactorinternal components important to safety that have beenmodified relative to the Valid Prototype for the purposeof demonstrating that the test acceptance criteria aresatisfied and establishing the margin of safety.Sufficient and appropriate instrumentationshould be used to monitor those reactor internalcomponents important to safety that have not beenmoc'ified relative to the Valid Prototype to confirm thatthe vibratory response of such components complieswith the guidelines for Non-Prototype, Category 11,reactor internals and is consistent with the resultsobtained for similar components during the measure-ment program on the Valid Prototype.3.2.3 Inspection ProgramAn inspection program that follows theguidelines for the inspection program delineated inregulatory position C.2.3 for Prototype reactor internalsshould be implemented.3.3 Non-Prototype, Category III3.3.1 Vibration Analysis ProgramThe Conditional Prototype should bespecified, and sufficient analytical or experimentalevidence should be provided to support the classificationNon-Prototype, Category I11, as well as to demonstratethe applicability of data from the vibration measurementprogram on the Prototype to the Conditional Prototype.It should be demonstrated that:1. The Conditional Prototype is sub-stantially similar in arrangement, design, size, andoperating conditions to the Non-Prototype, Category Ill.reactor internals.2. Response modes attributable to theinservice vibration problems and ensuing component oroperational modifications do not significantly affect theapplicability of the results of the vibration measurementprogram on the Prototype to the Conditional Prototype,or response modes attributable to the inservice vibrationproblems and ensuing component or operational modifi-cations do affect the applicability of the results of thevibration measurement program on the Prototype to theConditional Prototype, but the effects are limited tostructural components and response modes that permitclear separation of these effects from other results of thevibration measurement program.Details concerning the adverse vibrationexperience of the Conditional Prototype should beprovided, as should experimental or analytical informa-tion which demonstrates that the vibration problemsassociated with the Conditional Prototype have beencorrected for both it and the applicable Non-Prototype.Category Ill, reactor internals.The vibration analysis on the Prototype tothe Conditional Prototype, which includes a summary ot'the anticipated structural and hydraulic response andtest acceptance criteria for the measurement program onthe Prototype, should be modified to account for thecomponent or operational modifications applicable tothe Conditional Prototype and Non-Prototype, CategoryIll, reactor internals..20-7 Test acceptance criteria, with permissibledeviations, should be specified for reactor internalcomponents important to safety. Each componentshould be categorized according to whether the resultsfrom the vibration measurement program on tie Proto-type to the Conditional Prototype are applicable.3.3.2 Vibration Measurement ProgramA vibration measurement program should beimplemented on the Non-Prototype, Category III,reactor internals during preoperational and initial startuptesting.Sufficient and appropriate instrumentationshould be used to define the vibratory response of thosereactor components important to safety which, becauseof structural or operational modifications relative to theoriginal design of the Conditional Prototype, areexpected to have response characteristics substantiallydifferent from those measured for that componentduring the vibration measurement program on thePrototype to the Conditional Prototype.All other components should be monitoredwith sufficient and appropriate instrumentation to con-firm that the measured response for each component issubstantially similar to that obtained during the vibia-tion measurement program on the Prototype to theConditional Prototype.The vibration measurement program shouldsatisfy the general guidelines for a Prototype measure-ment program as delineated in regulatory position C.2.2.3.3.3 Inspection ProgramAn inspection program that satisfies theguidelines for the inspection program delineated inregulatory position C.2.3 for PrototN pe reactor internalsshould be implemented.3.4 Non-Prototype, Category IV3.4.1 Vibration Analysis ProgramThe Limited Valid Prototype should bespecified, and sufficient evidence should be provided tosupport the classification Non-Prototype, Category IV.3.4.2 Vibration Measurement ProgramA vibration measurement program may beomitted if the inspection program is implemented.If a measurement program is implemented inlieu of an inspection program, sufficient and appropriateinstrumentation should be incorporated to verify thatthe vibratory response of the Non-Prototype, CategoryIV, reactor internals is consistent with the results of thevibration analysis. test acceptance criteria, and thevibratory response for the referenced Limited ValidPrototype.The vibration measurement program shouldbe consistent with the guidelines delineated in regulatoryposition C.3.1.2 for the measurement program forNon-Prototype, Category 1, reactor internals.3.4.3 Inspection ProgramIf an inspection program is implemented inlieu of a vibration measurement program, the guidelinesfor the inspection program delineated in regulatoryposition C.3.1.3 for Non-Prototype, Category 1, reactorinternals should be followed.D. IMPLEMENTATIONThe purpose of this section is to provide guidance toapplicants and licensees regarding the NRC staff's plansfor utilizing this regulatory guide.Except in those cases in which the applicant proposesan acceptable alternative method for complying withspc-:ified poitions of the Commission's regulations, themethod described herein will be used in the evaluationof submittals for operating license or constructionpermit applications docketed after August 21, 1975.If an applicant wishes to use this regulatory guide indeveloping submittals for applications docketed on urbefore August 21, 1975, the pertinent portions of theapplication will be evaluated on the basis of this guide.d1.20-84}}
{{#Wiki_filter:U.S. NUCLEAR REGULATORY COMMISSION
REGULATORY GUIDE
OFFICE OF STANDARDS DEVELOPMENT
REGULATORY GUIDE 1.20
COMPREHENSIVE VIBRATION ASSESSMENT PROGRAM
FOR REACTOR INTERNALS DURING
PREOPERATIONAL AND INITIAL STARTUP TESTING
 
==A. INTRODUCTION==
Criterion 1, "Quality Standards and Records," of Appendix A, "General Design Criteria for Nuclear Power Plants," to 10 CFR Part 50, "Licensing of Production and Utilization Facilities,"  
requires that structures, systems, and components important to safety be designed, fabricated, erected, and tested to quality standards commensurate with the importance of the safety functions to be performed. Section 50.34, "Con tents of Applications; Technical Information," of 10
CFR Part 50 requires the applicant to determine and to specify the margin of safety associated with normal operation and anticipated operating transients.
 
This guide presents a method acceptable to the NRC
*-'
staff for implementing the above requirements with respect to the internals of light-water-cooled reactors'  
during preoperational and initial startup testing.2 Inser vice inspections and inservice monitoring programs to verify that the reactor internal components have not been subjected to structural degradation as a result of vibration during normal reactor operation are not I covered by this guide. The Advisory Committee on Reactor Safeguards has been consulted concerning this guide and has concurred in the Regulatory Position.
 
lReactor internals, as used in this regulatory guide, comprise core support structures and adjoining internal structures. Core support and internal structures are defined in Article NG-1120
of Section III (Nuclear Power Plant Components) of the ASME
Boiler and Pressure Vessel Code.
 
konsistent with Regulatory Guide 1.68, "Preoperational and Initial Startup Test Programs for Water-Cooled Power Reactors," preoperational testing as used in this guide consists of those tests conducted prior to fuel loading, and intial startup testing refers to those tests performed after fuel loading.
 
*Lines indicate substantive changes from previous issue.
 
==B. DISCUSSION==
Reactor internals important to safety are designed to accommodate steady-state and transient vibratory loads for the service life of the reactor. This guide presents a comprehensive vibration assessment program for use in verifying the structural integrity of the reactor internals for flow-induced vibrations prior to commercial opera tion. The overall program includes individual analytical, measurement, and inspection programs. The term "com prehensive" appears in the title of the overall program to emphasize that the individual programs should be used cooperatively to verify structural integrity and to estab lish the margin of safety. For example, the analytical program not only should be used to provide theoretical verification of structural integrity but also should be the basis for the choice of components and areas to be monitored in the measurement and inspection programs;  
the measurement program should be used to confirm the analysis, but the program (i.e., data acquisition, reduc tion, interpretation processes) should be sufficiently flexible to permit definition of any significant'vibratory modes that are present but were not included in the analysis; the inspection program should be considered and used as a powerful tool for quantitative (e.g., as an indicator of maximum total relative motion) as well as qualitative (e.g., establishment of boundary conditions by inspection evidence at component interfaces) verifica tion of both the analytical and measurement program results.
 
The original guidelines of Regulatory Guide 1.20  
were refined in Revision 1 to incorporate items that would expedite review of the applicant's vibration assessment program by the NRC staff. Generally, this was accomplished by increased specificity in the guide lines for the vibration analysis, measurement, and inspection programs and by inclusion of guidelines for USNRC REGULATORY GUIDES  
Comments should be sent to the Secretary of the Commission. U.S. Nuclear Regulatory Guides are issued to describe and make available to the public Regulatory Commissiooi.
 
Washington. D.C  
20566. Attention Docketing and methods acceptable to the NRC staff of implementing specific parts of the Service Section Commission's regulations, to delineate techniques used by the staff in evalu The guides are issued in the following ten broad divisions:
sting specific problems or postulated accidents, or to provide guidance to appli.
 
cants. Regulatory Guides are not substitutes for regulations, and compliance  
 
===1. Power Reactors ===
6. Products with them is not required. Methods and solutions different from those set out in  
2. Research and Test Reactors  
7. Transportation the guides will be acceptable if they provide a basis for the findings requisite to  
3. Fuels and Materials Facilities  
8. Occupa,.onal Health the issuance or continuance of a permit or license by the Commission.
 
4. Environmental and Siting  
8. Antitrust Review Comments and suggestions for improvements in these guides are encouraged
5. Materials and Plant Protection  
10. General at all times, and guides will be revised, as appropriate, to accommodate com ments and to reflect new information or experience. This guide was revised as a Copies of published guides may be obtained by written request indicating the result of substantive comments received from the public and additional staff divisions desired to the U.S. Nuclear Regulatory Commission. Washington. D.C.
 
review.
 
20566. Attention: Director. Office of Standards Development.
 
Revision 2 May 1976
 
scheduling significant phases of the comprehensive vibra tion assessment program.
 
The original guidelines served as the basis for testing many prototype and similar-to-prototype (referred to in this guide as non-prototype) reactor internals. Operating experience and the tendency for the design of sub sequent reactor internals to differ somewhat from that of the initially designated prototypes, in some instances, made the basic prototype and non-prototype classifica tions difficult to apply, resulting in the need for time-consuming case-by-case resolution of reactor inter nal classifications and corresponding vibration assess ment programs.
 
Revision 1 expanded on the previous classifications and outlined an appropriate comprehensive vibration assessment program for each class. The classifications are defined in regulatory position C. I below. In general, the expanded classifications and corresponding programs allow for the use, under certain conditions, of prototype reactor internals that have experienced some adverse inservice vibration phenomena as limited prototypes and for the use, under certain conditions, of reactor internals that are in some respects structurally dissimilar from the designated prototype as limited non-prototypes. The expanded classifications make the use of this guide compatible with design and operating experience. Revi sion 2 retains the expanded classifications of Revision 1.
 
Some changes in the corresponding vibration assessment programs and in the reporting of results were made as a result of substantive public comments and additional staff review.
 
C
 
==Q. REGULATORY POSITION==
The classifications provided in regulatory position C. I
should be used by the applicant to categorize the reactor internals according to design, operating parameters, and the operating experience of potential prototypes. The appropriate comprehensive vibration assessment program should then be established from the guidelines specified for that classification in the succeeding selections of this guide. The comprehensive vibration assessment programs outlined in this guide are summarized in Figure 1.
 
1. Classification of Reactor Internals Relative to the Comprehensive Vibration Assessment Program
1.1 Prototype. A reactor internals configuration, that, because of its arrangement, design, size, or operat ing conditions, represents a first-of-a-kind or unique design for which no Valid Prototype exists.
 
1.2 Valid Prototype. A reactor internals config uration that has successfully completed a comprehensive vibration assessment program for Prototype reactor internals and has experienced no adverse inservice vibration phenomena. A Valid Prototype that is sub- sequently modified in design (e.g., as in item 1.3 below)  
remains a Valid Prototype relative to its original design.
 
.1.3 Conditional Prototype. A Valid Prototype that later experiences adverse inservice vibration phenomena and subsequently has been modified in arrangement, design, size, or operating conditions is designated a Conditional Prototype. Upon satisfying conditions described elsewhere in this guide, the Condi tional Prototype serves as the reference design for Non-Prototype, Category III and IV, reactor internals configurations.
 
1.4 Non-Prototype, Category I. A reactor inter nals configuration with substantially the same arrange ment, design, size, and operating conditions as a specified Valid Prototype and for which nominal differ ences in arrangement, design, size, and operating condi tions have been shown by test or analysis to have no significant effect on the vibriatory response and excitation of those reactor internals important to safety.
 
1.5 Non-Prototype, Category II.
 
A  
reactor internals configuration with substantially the same size and operating conditions as a specified Valid Prototype, but with some component arrangement or design differ ences that are shown by test or analysis to have no significant effect on the vibratory response and excita tion of those unmodified reactor internals important to safety.
 
1.6 Limited Valid Prototype. A Non-Prototype, Category II or III, reactor internals configuration that has successfully conrpleted the appropriate comprehen sive vibration assessment program and has itself experi enced no adverse inservice vibration phenomena. An operating Valid Prototype that has demonstrated extended satisfactory inservice operation subsequent to a design modification may be considered a Limited Valid Prototype relative to the modified reactor internals configuration. A Conditional Prototype that has demon strated extended satisfactory inservice operation may be considered a Limited Valid Prototype.
 
1.7 Non-Prototype, Category III. A reactor inter nals configuration with substantially the same arrange ment, design, size, and operating conditions as a specified Conditional Prototype with insufficient operating history to justify it as a Limited Valid Prototype. Differences in arralpgement, design, size, and operating conditions should be shown by test or analysis to have no significant effect on the vibratory response and excitation of those reactor internals important to safety.
 
1.8 Non-Prototype, Category IV. A reactor inter nals configuration with substantially the game arrange ment, design, size, and operating conditions as a
1.20-2
 
Inservice problems resulting in component or operational modifications NON-PROTOTYPE
CATEGORY I
Substantially Similar to Valid Prototype Analysis and Either Extensive Measurements
:or P-ull Inspection Valid Prototype modified
\\ Extended satisfactory /
\\ rnservice operation /
-~\\~\\
\\
,/
NON-PROTOTYPE
CATEGORY I I I
Substantially Similar to Conditional Prototype Analysis, Limited Measurements, and Full Inspection NON-PROTOTYPE
CATEGORY IV
Substantially Similar to Limited Valid Prototvoe IZZJ
L I
cm Reactor internals configuration for which comprehensive vibration assessment program is defined.
 
Summary of comprehensive vibration assessment programs.
 
Reactor internals reference design which, together with its test and operating experience, provides the basis for a specific comprehensive vibration assessment program.
 
Indicates alternative paths FIGURE 1 - SUMMARY OF COMPREHENSIVE VIBRATION ASSESSMENT PROGRAMS
1.20-3
 
specified Limited Valid Prototype, where nominal differ ences in arrangement, design, size, and operating condi tions have been shown by test or analysis to have no significant effect on the vibratory response and excita tion of those reactor internals important to safety.
 
Associated with the Prototype and the Category I, II,  
III, and IV Non-Prototype classifications are the comprehensive vibration assessment programs delineated in regulatory positions C.2 and C.3 and summarized in Figure 1. The foregoing classifications are defined relative to the three prototype reference design classifi cations (i.e., Valid Prototype, Conditional Prototype, Limited Valid Prototype) upon whose design, test, and operating experience the individual comprehensive vibration assessment programs are based.
 
2. Comprehensive Vibration Assessment Program for Prototype Reactor Internals The comprehensive vibration assessment program should be implemented in conjunction with preopera tional and initial startup testing. It should consist of a vibration analysis, a vibration measurement program, an inspection program, and a correlation of their results.
 
2.1 Vibration Analysis Program The vibration analysis should be performed for those steady-state and anticipated transient conditions that correspond to preoperational and initial startup test and normal operating conditions. The vibration analysis submittal should include a summary of:  
1. The theoretical structural and hydraulic models and analytical formulations or scaling laws and scale models used in the analysis.
 
2. The structural and hydraulic system natural frequencies and associated mode shapes which may be excited during steady-state and anticipated transient operation.
 
3. The estimated random and deterministic forcing functions, including any very-low-frequency components, for steady-state and anticipated transient operation.
 
4. The calculated structural and hydraulic responses for steady-state and anticipated transient operation. (The random, deterministic, overall integrated maximum response, any very-low-frequency components of response, and the level of cumulative fatigue damage should be identified.)  
5. A comparison of the calculated structural and hydraulic responses for preoperational and initial startup testing with those for normal operation. (Normal operating conditions that are not accurately or suffi- ciently simulated by the test conditions should be identified.)  
6. The anticipated structural or hydraulic vibratory response (defined in terms of frequency, amplitude, and modal contributions) that is appropriate to each of the sensor locations for steady-state and anticipated transient preoperational and startup test conditions.
 
7. The test acceptance criteria with permissible deviations and the basis for the criteria. (The criteria should be established in terms of maximum allowable response levels in the structure and presented in terms of maximum allowable response levels at sensor locations.)  
2.2 Vibration Measurement Program A vibration measurement program should be developed and implemented to verify the structural integrity of the reactor internals, to determine the margin of safety associated with steady-state and antici pated transient conditions for normal operation, and to confirm the results of the vibration analysis. The vibration measurement program should include a description of:  
1. The data acquisition and reduction system, including:  
a. Transducer types and their specifications, including useful frequency and amplitude ranges.
 
b. Transducer positions, which should be sufficient to monitor significant lateral, vertical, and torsional structural motions of major reactor internal components in shell, beam, and rigid body modes of vibration, as well as significant hydraulic responses and those parameters that can be used to confirm the input forcing function.
 
c. Precautions being taken to ensure acquisi tion of quality data (e.g., optimization of signal-to-noise ratio, relationship of recording times to data reduction requirements, choice of instrumentation system).
d. On-line data evaluation system to provide immediate verification of general quality and level of data.
 
e. Procedures for determining frequency, modal content, and maximum values of response.
 
2. Test operating conditions, including:
operation.
 
a. All steady-state and transient modes of
1.20-4
 
b. The planned duration of all testing in normal operating modes to ensure that each critical component will have been subjected to at least 106 cycles of vibration (i.e., computed at the lowest fre quency for which the component has a significant structural response) prior to the final inspection of the reactor internals. The duration of testing for non prototype reactor internals should be no less than that for the applicable reference reactor internals (i.e., Valid, Conditional, or Limited Valid Prototype). 
c. Disposition of fuel assemblies. (Testing should be performed with the reactor internals impor tant to safety and the fuel assemblies (or dummy assemblies which provide equivalent dynamic mass and flow characteristics) in position. The test may be conducted without real or dummy fuel assemblies if it can be shown by analytical or experimental means that such conditions will yield conservative results.)  
2.3 Inspection Program The inspection program should provide for inspections of the reactor internals prior to and follow ing operation at those steady-state and transient modes consistent with the test conditions for regulatory position C.2.2.2. The reactor internals should be removed from the reactor vessel for these inspections. If removal is not feasible, the inspections should be performed by means of examination equipment appro priate for in situ inspection. The inspection program should include:  
1. A tabulation of all reactor internal compo nents and local areas to be inspected, including:  
a. All major load-bearing elements of the reactor internals relied upon to retain the core support structure in position.
 
b. The lateral, vertical, and torsional restraints provided within the vessel.
 
c. Those locking and bolting components whose failure could adversely affect the structural integrity of the reactor internals.
 
d. Those surfaces that are known to be or may become contact surfaces during operation.
 
e. Those critical locations on the reactor internal components as identified by the vibration analysis.
 
f. The interior of the reactor vessel for evidence of loose parts or foreign material.
 
2. A tabulation of specific inspection areas that can be used to verify segments of the vibration analysis and measurement program.
 
3. A description of the inspection procedure, including the method of examination (e.g., visual and nondestructive surface examinations), method of docu mentation, access provisions on the reactor internals, and specialized equipment to be employed during the inspections to detect and quantify evidence of the effects of vibration.
 
2.4 Documentation of Results The results of the vibration analysis, measure ment, and inspection programs should be reviewed and correlated to determine the extent to which the test acceptance criteria are satisfied. A summary of the results should be submitted to the Commission in the form of preliminary and final reports.
 
1. The preliminary report should summarize an evaluation of the raw and, as necessary, limited proc essed data and the results of the inspection program with respect to the test acceptance criteria. Anomalous data that could bear on the structural integrity of the reactor internals should be identified, as should the method to be used for evaluating such data.
 
2. If the results of the comprehensive vibration assessment program are acceptable, the final report should include:
a. A description of any deviations from the specified measurement and inspection programs, including instrumentation reading and inspection anomalies, instrumentation malfunctions, and deviations from the specified operating conditions, b. A comparison between the measured and analytically determined modes of structural and hydraulic response (including those parameters from which the input forcing function is determined) for the purpose of establishing the validity of the analytical technique, c. A determination of the margin of safety associated with normal steady-state and anticipated transient operation, d. An evaluation of measurements that exceeded acceptable limits not specified as test acceptance criteria or of observations that were unantici pated and the disposition of such deviations.
 
3. If (1) inspection of the reactor internals reveals defects, evidence of unacceptable motion, excessive or undue wear, (2) the results from the
1.20-5
 
measurement program fail to satisfy the specified test acceptance criteria, or (3) the results from the analysis, measurement, and inspection programs are inconsistent, the final report should also include an evaluation and description of the modifications or actions planned in order to justify the structural adequacy of the reactor internals.
 
4. The collection, storage, and maintenance of all records relevant to the analysis, measurement, and inspection phases of the comprehensive vibration assess ment program should be consistent with Regulatory Guide 1.88, "Collection, Storage, and Maintenance of Nuclear Power Plant Quality Assurance Records," which describes a method acceptable to the NRC staff for complying with Criterion XVII, "Quality Assurance Records," of Appendix B, "Quality Assurance Criteria for Nuclear Power Plants and Fuel Reprocessing Plants,"
to 10 CFRPart 50.
 
2.5 Schedule A schedule should be established and submitted to the Commission during the construction permit review. The schedule should provide that:  
1. The reactor internals design will be classified in the Preliminary Safety Analysis Report (PSAR) as a prototype or a specific category of non-prototype. The classification may be revised in the Final Safety Analysis Report if schedule changes with respect to the previ ously designated reference reactor make such reclassifi cation appropriate. (If the internals are classified as non-prototype, the applicant should identify the appli cable prototype reactor internals in the PSAR. Experi mental or analytical justification for the non-prototype classification should be presented during the construc tion permit review.)  
2. A commitment will be established during the construction permit review regarding the scope of the comprehensive vibration assessment program.
 
3. A description of the vibration measurement and inspection phases of the comprehensive vibration assessment program will be submitted to the Com mission in sufficient time to permit utilization of Commission recommendations. (A 90-day comment and review period by the staff should be assumed by the applicant for scheduling purposes.)  
4. A summary of the vibration analysis pro gram will be submitted to the Commission a minimum of 60 days prior to submittal of the description of the vibration measurement and inspection programs. (As an alternative, the information in this report may be submitted to the Commission in conjunction with the report specified in regulatory position C.2.5.3. In this case, a 120-day comment and review period for the composite report should be assumed by the applicant for scheduling purposes.)
5. The preliminary and final reports, which together summarize the results of the vibration analysis, measurement, and inspection programs, will be pre sented to the Commission within 60 and 180 days, respectively, of the completion of vibration testing.
 
3. Comprehensive Vibration Assessment Programs for Non-Prototype Reactor Internals Non-prototype reactor internals important to safety should be subjected during the preoperational and initial startup test program to all significant flow modes associated with normal steady-state and anticipated transient operation under the same test conditions imposed on the applicable prototype. Evaluation of the effects of such operation on the structural integrity of the non-prototype reactor internals should be based on the results of a comprehensive vibration assessment program developed for the specific non-prototype classi fication (i.e., Category I, II, III, or IV). The comprehen sive vibration assessment programs for non-prototype reactor internals are outlined below. These programs should be scheduled and documented in accordance with the guidelines for the program delineated in regulatory positions C.2.4 and C.2.5 for Prototype reactor inter nals.
 
3.1 Non-Prototype, Category I
3.1.1 Vibration Analysis Program The Valid Prototype should be specified and sufficient evidence should be provided to support the classification Non-Prototype, Category I.
 
The vibration analysis for the Valid Proto type, which includes a summary of the anticipated structural and hydraulic response and test acceptance criteria, should be modified to account for the nominal differences that may exist between the Non-Prototype, Category I, and Valid Prototype reactor internals.
 
3.1.2 Vibration Measurement Program The vibration measurement program may be omitted if the inspection program is implemented.
 
If a measurement program is implemented in lieu of an inspection program, sufficient and appropriate instrumentation should be incorporated to verify that the vibratory response of the Non-Prototype, Category I,  
reactor internals is consistent with the results of the vibration analysis, test acceptance criteria, and the vibratory response observed in the Valid Prototype. The vibration measurement program should include a description of the data acquisition and reduction
1.20-6
 
systems and test operating conditions consistent with the general guidelines for the vibration measurement program delineated in regulatory position C.2.2 for Prototype reactor internals.
 
3.1.3 Inspection Program If an inspection program is implemented in lieu of a vibration measurement program, the guidelines for the inspection program delineated in regulatory position C.2.3 for Prototype reactor internals should be followed.
 
The inspection program may be omitted if the vibration measurement program is implemented.
 
However, if significant discrepancies exist between anticipated and measured responses for specific compo nents, those components should be removed from the reactor vessel and a visual examination performed.
 
Components for which removal is not feasible should be examined in situ by means of appropriate inspection equipment. In any case, the interior of the reactor vessel should be visually checked for loose parts and foreign material.
 
3.2 Non-Prototype, Category II
3.2.1 Vibration Analysis Program and The Valid Prototype should be specified, and sufficient evidence should be provided to support the classification Non-Prototype, Category II, which requires demonstrating that the structural differences that exist between the Non-Prototype, Category II,
and Valid Prototype reactor internals have no significant effect on the vibratory response and excitation of those unmodified Non-Prototype, Category II, components.
 
The vibration analysis for the Valid Proto type, which includes a summary of the anticipated structural and hydraulic response and test acceptance criteria, should be modified to account for the structural differences that exist between the Valid Prototype and Non-Prototype, Category 1I, reactor internals.
 
Test acceptance criteria should specifically be established for those Non-Prototype, Category II,
reactor internal components with structural differences relative to the Valid Prototype.
 
3.2.2 Vibration Measurement Program A vibration measurement program should be implemented on the Non-Prototype, Category II, reactor internals during preoperational and initial startup testing.
 
The vibration measurement program should include a description of the data acquisition and reduction systems and test operating conditions con sistent with the general guidelines for the vibration measurement program delineated in regulatory position C.2.2 for Prototype reactor internals.
 
Sufficient and appropriate instrumentation should be used to define the vibratory response (i.e.,  
frequency, amplitude, modal content) of those reactor internal components important to safety that have been modified relative to the Valid Prototype for the purpose of demonstrating that the test acceptance criteria are satisfied and establishing the margin of safety.
 
Sufficient and appropriate instrumentation should be used to monitor those reactor internal components important to safety that have not been modified relative to the Valid Prototype to confirm that the vibratory response of such components complies with the guidelines for Non-Prototype, Category II,
reactor internals and is consistent with the results obtained for similar components during the measure ment program on the Valid Prototype.
 
3.2.3 Inspection Program An inspection program that follows the guidelines for the inspection program delineated in regulatory position C.2.3 for Prototype reactor internals should be implemented.
 
3.3 Non-Prototype, Category HI
3.3.1 Vibration Analysis Program The Conditional Prototype should be specified, and sufficient analytical or experimental evidence should be provided to support the classification Non-Prototype, Category III, as well as to demonstrate the applicability of data from the vibration measurement program on the Prototype to the Conditional Prototype.
 
It should be demonstrated that:
1. The Conditional Prototype is sub stantially similar in arrangement, design, size, and operating conditions to the Non-Prototype, Category III,  
reactor internals.
 
2. Response modes attributable to the inservice vibration problems and ensuing component or operational modifications do not significantly affect the applicability of the results of the vibration measurement program on the Prototype to the Conditional Prototype, or response modes attributable to the inservice vibration problems and ensuing component or operational modifi cations do affect the applicability of the results of the vibration measurement program on the Prototype to the Conditional Prototype, but the effects are limited to structural components and response modes that permit
1.20-7
 
clear separation of these effects from other results of the vibration measurement program.
 
Details concerning the adverse vibration experience of the Conditional Prototype should be provided, as should experimental or analytical informa tion which demonstrates that the vibration problems associated with the Conditional Prototype have been corrected for both it and the applicable Non-Prototype, Category III, reactor internals.
 
The vibration analysis on the Prototype to the Conditional Prototype, which includes a summary of the anticipated structural and hydraulic response and test acceptance criteria for the measurement program on the Prototype, should be modified to account for the component or operational modifications applicable to the Conditional Prototype and Non-Prototype, Category III, reactor internals.
 
Test acceptance criteria, with permissible deviations, should be specified for reactor internal components important to safety. Each component should be categorized according to whether the results from the vibration measurement program on the Proto type to the Conditional Prototype are applicable.
 
3.3.2 Vibration Measurement Program A vibration measurement program should be implemented on the Non-Prototype, Category III,
reactor internals during preoperational and initial startup testing.
 
Sufficient and appropriate instrumentation should be used to define the vibratory response of those reactor components important to safety which, because of structural or operational modifications relative to the original design of the Conditional Prototype, are expected to have response characteristics substantially different from those measured for that component during the vibration measurement program on the Prototype to the Conditional Prototype.
 
All other components should be monitored with sufficient and appropriate instrumentation to con firm that the measured response for each component is substantially similar to that obtained during the vibra tion measurement program on the Prototype to the Conditional Prototype.
 
The vibration measurement program should satisfy the general guidelines for a Prototype measure ment program as delineated in regulatory position C.2.2.
 
3.3.3 Inspection Program An inspection program that satisfies the guidelines for the inspection program delineated in regulatory position C.2.3 for Prototype reactor internals should be implemented.
 
3.4 Non-Prototype, Category IV
3.4.1 Vibration Analysis Program The Limited Valid Prototype should be specified, and sufficient evidence should be provided to support the classification Non-Prototype, Category IV.
 
3.4.2 Vibration Measurement Program A vibration measurement program may be omitted if the inspection program is implemented.
 
If a measurement program is implemented in lieu of an inspection program, sufficient and appropriate instrumentation should be incorporated to verify that the vibratory response of the Non-Prototype, Category IV, reactor internals is consistent with the results of the vibration analysis, test acceptance criteria, and the vibratory response for the referenced limited Valid Prototype.
 
The vibration measurement program should be consistent with the guidelines delineated in regulatory position C.3.1.2 for the measurement program for Non-Prototype, Category I, reactor internals.
 
3.4.3 Inspection Program If an inspection program is implemented in lieu of a vibration measurement program, the guidelines for the inspection program delineated in regulatory position C.3.1.3 for Non-Prototype, Category I, reactor internals should be followed.
 
==D. IMPLEMENTATION==
The purpose of this section is to provide guidance to applicants and licensees regarding the NRC staffs plans for utilizing this regulatory guide.
 
Except in those cases in which the applicant proposes an acceptable alternative method for complying with specified portions of the Commission's regulations, the method described herein will be used in the evaluation of submittals for operating license or construction permit applications docketed after June 22, 1976.
 
If an applicant wishes to use this regulatory guide in developing submittals for applications docketed on or before June 22, 1976, the pertinent portions of the application will be evaluated on the basis of this guide.
 
1.20-8
 
SPROTOTYPE
[Unique or first of a kind Analysis, Extensive Measurement, and Full Inspection I
tNON
PROTOTYPEyp CATEGORY I
Substantially Similar
,to Valid-Prototype Analysis and Either Extensive Measurements or Full Inspection GIlD
EZZJ
QID
J Inservice problems resulting in component or Vlid :Proto"
prtoa oiiain Conditional NON-PROTOTYPE
\\INON-PROTOTYPE
CATEGORY II
CTGR
Similar to ValidPrototype CTG
Ill but ome ompoent
/
/Substantially Similar to differences Conditional Prototype
//
Analysis, Limited
//Analysis, Limited Measurements, and
.A 1'Measurements, and Full Inspection M' I.
 
Full Inspection Limited Valid Prototype NON-PRO TOTYPE
CATEGORCYIV
Similar Substantially Similar to Limited Valdid Prototype Analysis and Either Extensive Measurements or Full Inspection Reato ineral cofiuraio fr wiccoprhestn iveySiiart Reactor internals configuration for which comprehensive vibration assessment program is defined.
 
Summary of comprehensive vibration assessment programs.
 
Reactor internals reference design which, together with its test and operating experience, provides the basis for a specific comprehensive vibration assessment program.
 
Indicates alternative paths II}}


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Latest revision as of 02:08, 17 January 2025

Comprehensive Vibration Assessment Program for Reactor Internals During Preoperational and Initial Startup Testing
ML003739957
Person / Time
Issue date: 05/31/1976
From:
Office of Nuclear Regulatory Research
To:
References
RG-1.20, Rev 2
Download: ML003739957 (9)


U.S. NUCLEAR REGULATORY COMMISSION

REGULATORY GUIDE

OFFICE OF STANDARDS DEVELOPMENT

REGULATORY GUIDE 1.20

COMPREHENSIVE VIBRATION ASSESSMENT PROGRAM

FOR REACTOR INTERNALS DURING

PREOPERATIONAL AND INITIAL STARTUP TESTING

A. INTRODUCTION

Criterion 1, "Quality Standards and Records," of Appendix A, "General Design Criteria for Nuclear Power Plants," to 10 CFR Part 50, "Licensing of Production and Utilization Facilities,"

requires that structures, systems, and components important to safety be designed, fabricated, erected, and tested to quality standards commensurate with the importance of the safety functions to be performed. Section 50.34, "Con tents of Applications; Technical Information," of 10

CFR Part 50 requires the applicant to determine and to specify the margin of safety associated with normal operation and anticipated operating transients.

This guide presents a method acceptable to the NRC

  • -'

staff for implementing the above requirements with respect to the internals of light-water-cooled reactors'

during preoperational and initial startup testing.2 Inser vice inspections and inservice monitoring programs to verify that the reactor internal components have not been subjected to structural degradation as a result of vibration during normal reactor operation are not I covered by this guide. The Advisory Committee on Reactor Safeguards has been consulted concerning this guide and has concurred in the Regulatory Position.

lReactor internals, as used in this regulatory guide, comprise core support structures and adjoining internal structures. Core support and internal structures are defined in Article NG-1120

of Section III (Nuclear Power Plant Components) of the ASME

Boiler and Pressure Vessel Code.

konsistent with Regulatory Guide 1.68, "Preoperational and Initial Startup Test Programs for Water-Cooled Power Reactors," preoperational testing as used in this guide consists of those tests conducted prior to fuel loading, and intial startup testing refers to those tests performed after fuel loading.

  • Lines indicate substantive changes from previous issue.

B. DISCUSSION

Reactor internals important to safety are designed to accommodate steady-state and transient vibratory loads for the service life of the reactor. This guide presents a comprehensive vibration assessment program for use in verifying the structural integrity of the reactor internals for flow-induced vibrations prior to commercial opera tion. The overall program includes individual analytical, measurement, and inspection programs. The term "com prehensive" appears in the title of the overall program to emphasize that the individual programs should be used cooperatively to verify structural integrity and to estab lish the margin of safety. For example, the analytical program not only should be used to provide theoretical verification of structural integrity but also should be the basis for the choice of components and areas to be monitored in the measurement and inspection programs;

the measurement program should be used to confirm the analysis, but the program (i.e., data acquisition, reduc tion, interpretation processes) should be sufficiently flexible to permit definition of any significant'vibratory modes that are present but were not included in the analysis; the inspection program should be considered and used as a powerful tool for quantitative (e.g., as an indicator of maximum total relative motion) as well as qualitative (e.g., establishment of boundary conditions by inspection evidence at component interfaces) verifica tion of both the analytical and measurement program results.

The original guidelines of Regulatory Guide 1.20

were refined in Revision 1 to incorporate items that would expedite review of the applicant's vibration assessment program by the NRC staff. Generally, this was accomplished by increased specificity in the guide lines for the vibration analysis, measurement, and inspection programs and by inclusion of guidelines for USNRC REGULATORY GUIDES

Comments should be sent to the Secretary of the Commission. U.S. Nuclear Regulatory Guides are issued to describe and make available to the public Regulatory Commissiooi.

Washington. D.C

20566. Attention Docketing and methods acceptable to the NRC staff of implementing specific parts of the Service Section Commission's regulations, to delineate techniques used by the staff in evalu The guides are issued in the following ten broad divisions:

sting specific problems or postulated accidents, or to provide guidance to appli.

cants. Regulatory Guides are not substitutes for regulations, and compliance

1. Power Reactors

6. Products with them is not required. Methods and solutions different from those set out in

2. Research and Test Reactors

7. Transportation the guides will be acceptable if they provide a basis for the findings requisite to

3. Fuels and Materials Facilities

8. Occupa,.onal Health the issuance or continuance of a permit or license by the Commission.

4. Environmental and Siting

8. Antitrust Review Comments and suggestions for improvements in these guides are encouraged

5. Materials and Plant Protection

10. General at all times, and guides will be revised, as appropriate, to accommodate com ments and to reflect new information or experience. This guide was revised as a Copies of published guides may be obtained by written request indicating the result of substantive comments received from the public and additional staff divisions desired to the U.S. Nuclear Regulatory Commission. Washington. D.C.

review.

20566. Attention: Director. Office of Standards Development.

Revision 2 May 1976

scheduling significant phases of the comprehensive vibra tion assessment program.

The original guidelines served as the basis for testing many prototype and similar-to-prototype (referred to in this guide as non-prototype) reactor internals. Operating experience and the tendency for the design of sub sequent reactor internals to differ somewhat from that of the initially designated prototypes, in some instances, made the basic prototype and non-prototype classifica tions difficult to apply, resulting in the need for time-consuming case-by-case resolution of reactor inter nal classifications and corresponding vibration assess ment programs.

Revision 1 expanded on the previous classifications and outlined an appropriate comprehensive vibration assessment program for each class. The classifications are defined in regulatory position C. I below. In general, the expanded classifications and corresponding programs allow for the use, under certain conditions, of prototype reactor internals that have experienced some adverse inservice vibration phenomena as limited prototypes and for the use, under certain conditions, of reactor internals that are in some respects structurally dissimilar from the designated prototype as limited non-prototypes. The expanded classifications make the use of this guide compatible with design and operating experience. Revi sion 2 retains the expanded classifications of Revision 1.

Some changes in the corresponding vibration assessment programs and in the reporting of results were made as a result of substantive public comments and additional staff review.

C

Q. REGULATORY POSITION

The classifications provided in regulatory position C. I

should be used by the applicant to categorize the reactor internals according to design, operating parameters, and the operating experience of potential prototypes. The appropriate comprehensive vibration assessment program should then be established from the guidelines specified for that classification in the succeeding selections of this guide. The comprehensive vibration assessment programs outlined in this guide are summarized in Figure 1.

1. Classification of Reactor Internals Relative to the Comprehensive Vibration Assessment Program

1.1 Prototype. A reactor internals configuration, that, because of its arrangement, design, size, or operat ing conditions, represents a first-of-a-kind or unique design for which no Valid Prototype exists.

1.2 Valid Prototype. A reactor internals config uration that has successfully completed a comprehensive vibration assessment program for Prototype reactor internals and has experienced no adverse inservice vibration phenomena. A Valid Prototype that is sub- sequently modified in design (e.g., as in item 1.3 below)

remains a Valid Prototype relative to its original design.

.1.3 Conditional Prototype. A Valid Prototype that later experiences adverse inservice vibration phenomena and subsequently has been modified in arrangement, design, size, or operating conditions is designated a Conditional Prototype. Upon satisfying conditions described elsewhere in this guide, the Condi tional Prototype serves as the reference design for Non-Prototype, Category III and IV, reactor internals configurations.

1.4 Non-Prototype, Category I. A reactor inter nals configuration with substantially the same arrange ment, design, size, and operating conditions as a specified Valid Prototype and for which nominal differ ences in arrangement, design, size, and operating condi tions have been shown by test or analysis to have no significant effect on the vibriatory response and excitation of those reactor internals important to safety.

1.5 Non-Prototype, Category II.

A

reactor internals configuration with substantially the same size and operating conditions as a specified Valid Prototype, but with some component arrangement or design differ ences that are shown by test or analysis to have no significant effect on the vibratory response and excita tion of those unmodified reactor internals important to safety.

1.6 Limited Valid Prototype. A Non-Prototype, Category II or III, reactor internals configuration that has successfully conrpleted the appropriate comprehen sive vibration assessment program and has itself experi enced no adverse inservice vibration phenomena. An operating Valid Prototype that has demonstrated extended satisfactory inservice operation subsequent to a design modification may be considered a Limited Valid Prototype relative to the modified reactor internals configuration. A Conditional Prototype that has demon strated extended satisfactory inservice operation may be considered a Limited Valid Prototype.

1.7 Non-Prototype, Category III. A reactor inter nals configuration with substantially the same arrange ment, design, size, and operating conditions as a specified Conditional Prototype with insufficient operating history to justify it as a Limited Valid Prototype. Differences in arralpgement, design, size, and operating conditions should be shown by test or analysis to have no significant effect on the vibratory response and excitation of those reactor internals important to safety.

1.8 Non-Prototype, Category IV. A reactor inter nals configuration with substantially the game arrange ment, design, size, and operating conditions as a

1.20-2

Inservice problems resulting in component or operational modifications NON-PROTOTYPE

CATEGORY I

Substantially Similar to Valid Prototype Analysis and Either Extensive Measurements

or P-ull Inspection Valid Prototype modified

\\ Extended satisfactory /

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NON-PROTOTYPE

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Substantially Similar to Conditional Prototype Analysis, Limited Measurements, and Full Inspection NON-PROTOTYPE

CATEGORY IV

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L I

cm Reactor internals configuration for which comprehensive vibration assessment program is defined.

Summary of comprehensive vibration assessment programs.

Reactor internals reference design which, together with its test and operating experience, provides the basis for a specific comprehensive vibration assessment program.

Indicates alternative paths FIGURE 1 - SUMMARY OF COMPREHENSIVE VIBRATION ASSESSMENT PROGRAMS

1.20-3

specified Limited Valid Prototype, where nominal differ ences in arrangement, design, size, and operating condi tions have been shown by test or analysis to have no significant effect on the vibratory response and excita tion of those reactor internals important to safety.

Associated with the Prototype and the Category I, II,

III, and IV Non-Prototype classifications are the comprehensive vibration assessment programs delineated in regulatory positions C.2 and C.3 and summarized in Figure 1. The foregoing classifications are defined relative to the three prototype reference design classifi cations (i.e., Valid Prototype, Conditional Prototype, Limited Valid Prototype) upon whose design, test, and operating experience the individual comprehensive vibration assessment programs are based.

2. Comprehensive Vibration Assessment Program for Prototype Reactor Internals The comprehensive vibration assessment program should be implemented in conjunction with preopera tional and initial startup testing. It should consist of a vibration analysis, a vibration measurement program, an inspection program, and a correlation of their results.

2.1 Vibration Analysis Program The vibration analysis should be performed for those steady-state and anticipated transient conditions that correspond to preoperational and initial startup test and normal operating conditions. The vibration analysis submittal should include a summary of:

1. The theoretical structural and hydraulic models and analytical formulations or scaling laws and scale models used in the analysis.

2. The structural and hydraulic system natural frequencies and associated mode shapes which may be excited during steady-state and anticipated transient operation.

3. The estimated random and deterministic forcing functions, including any very-low-frequency components, for steady-state and anticipated transient operation.

4. The calculated structural and hydraulic responses for steady-state and anticipated transient operation. (The random, deterministic, overall integrated maximum response, any very-low-frequency components of response, and the level of cumulative fatigue damage should be identified.)

5. A comparison of the calculated structural and hydraulic responses for preoperational and initial startup testing with those for normal operation. (Normal operating conditions that are not accurately or suffi- ciently simulated by the test conditions should be identified.)

6. The anticipated structural or hydraulic vibratory response (defined in terms of frequency, amplitude, and modal contributions) that is appropriate to each of the sensor locations for steady-state and anticipated transient preoperational and startup test conditions.

7. The test acceptance criteria with permissible deviations and the basis for the criteria. (The criteria should be established in terms of maximum allowable response levels in the structure and presented in terms of maximum allowable response levels at sensor locations.)

2.2 Vibration Measurement Program A vibration measurement program should be developed and implemented to verify the structural integrity of the reactor internals, to determine the margin of safety associated with steady-state and antici pated transient conditions for normal operation, and to confirm the results of the vibration analysis. The vibration measurement program should include a description of:

1. The data acquisition and reduction system, including:

a. Transducer types and their specifications, including useful frequency and amplitude ranges.

b. Transducer positions, which should be sufficient to monitor significant lateral, vertical, and torsional structural motions of major reactor internal components in shell, beam, and rigid body modes of vibration, as well as significant hydraulic responses and those parameters that can be used to confirm the input forcing function.

c. Precautions being taken to ensure acquisi tion of quality data (e.g., optimization of signal-to-noise ratio, relationship of recording times to data reduction requirements, choice of instrumentation system).

d. On-line data evaluation system to provide immediate verification of general quality and level of data.

e. Procedures for determining frequency, modal content, and maximum values of response.

2. Test operating conditions, including:

operation.

a. All steady-state and transient modes of

1.20-4

b. The planned duration of all testing in normal operating modes to ensure that each critical component will have been subjected to at least 106 cycles of vibration (i.e., computed at the lowest fre quency for which the component has a significant structural response) prior to the final inspection of the reactor internals. The duration of testing for non prototype reactor internals should be no less than that for the applicable reference reactor internals (i.e., Valid, Conditional, or Limited Valid Prototype).

c. Disposition of fuel assemblies. (Testing should be performed with the reactor internals impor tant to safety and the fuel assemblies (or dummy assemblies which provide equivalent dynamic mass and flow characteristics) in position. The test may be conducted without real or dummy fuel assemblies if it can be shown by analytical or experimental means that such conditions will yield conservative results.)

2.3 Inspection Program The inspection program should provide for inspections of the reactor internals prior to and follow ing operation at those steady-state and transient modes consistent with the test conditions for regulatory position C.2.2.2. The reactor internals should be removed from the reactor vessel for these inspections. If removal is not feasible, the inspections should be performed by means of examination equipment appro priate for in situ inspection. The inspection program should include:

1. A tabulation of all reactor internal compo nents and local areas to be inspected, including:

a. All major load-bearing elements of the reactor internals relied upon to retain the core support structure in position.

b. The lateral, vertical, and torsional restraints provided within the vessel.

c. Those locking and bolting components whose failure could adversely affect the structural integrity of the reactor internals.

d. Those surfaces that are known to be or may become contact surfaces during operation.

e. Those critical locations on the reactor internal components as identified by the vibration analysis.

f. The interior of the reactor vessel for evidence of loose parts or foreign material.

2. A tabulation of specific inspection areas that can be used to verify segments of the vibration analysis and measurement program.

3. A description of the inspection procedure, including the method of examination (e.g., visual and nondestructive surface examinations), method of docu mentation, access provisions on the reactor internals, and specialized equipment to be employed during the inspections to detect and quantify evidence of the effects of vibration.

2.4 Documentation of Results The results of the vibration analysis, measure ment, and inspection programs should be reviewed and correlated to determine the extent to which the test acceptance criteria are satisfied. A summary of the results should be submitted to the Commission in the form of preliminary and final reports.

1. The preliminary report should summarize an evaluation of the raw and, as necessary, limited proc essed data and the results of the inspection program with respect to the test acceptance criteria. Anomalous data that could bear on the structural integrity of the reactor internals should be identified, as should the method to be used for evaluating such data.

2. If the results of the comprehensive vibration assessment program are acceptable, the final report should include:

a. A description of any deviations from the specified measurement and inspection programs, including instrumentation reading and inspection anomalies, instrumentation malfunctions, and deviations from the specified operating conditions, b. A comparison between the measured and analytically determined modes of structural and hydraulic response (including those parameters from which the input forcing function is determined) for the purpose of establishing the validity of the analytical technique, c. A determination of the margin of safety associated with normal steady-state and anticipated transient operation, d. An evaluation of measurements that exceeded acceptable limits not specified as test acceptance criteria or of observations that were unantici pated and the disposition of such deviations.

3. If (1) inspection of the reactor internals reveals defects, evidence of unacceptable motion, excessive or undue wear, (2) the results from the

1.20-5

measurement program fail to satisfy the specified test acceptance criteria, or (3) the results from the analysis, measurement, and inspection programs are inconsistent, the final report should also include an evaluation and description of the modifications or actions planned in order to justify the structural adequacy of the reactor internals.

4. The collection, storage, and maintenance of all records relevant to the analysis, measurement, and inspection phases of the comprehensive vibration assess ment program should be consistent with Regulatory Guide 1.88, "Collection, Storage, and Maintenance of Nuclear Power Plant Quality Assurance Records," which describes a method acceptable to the NRC staff for complying with Criterion XVII, "Quality Assurance Records," of Appendix B, "Quality Assurance Criteria for Nuclear Power Plants and Fuel Reprocessing Plants,"

to 10 CFRPart 50.

2.5 Schedule A schedule should be established and submitted to the Commission during the construction permit review. The schedule should provide that:

1. The reactor internals design will be classified in the Preliminary Safety Analysis Report (PSAR) as a prototype or a specific category of non-prototype. The classification may be revised in the Final Safety Analysis Report if schedule changes with respect to the previ ously designated reference reactor make such reclassifi cation appropriate. (If the internals are classified as non-prototype, the applicant should identify the appli cable prototype reactor internals in the PSAR. Experi mental or analytical justification for the non-prototype classification should be presented during the construc tion permit review.)

2. A commitment will be established during the construction permit review regarding the scope of the comprehensive vibration assessment program.

3. A description of the vibration measurement and inspection phases of the comprehensive vibration assessment program will be submitted to the Com mission in sufficient time to permit utilization of Commission recommendations. (A 90-day comment and review period by the staff should be assumed by the applicant for scheduling purposes.)

4. A summary of the vibration analysis pro gram will be submitted to the Commission a minimum of 60 days prior to submittal of the description of the vibration measurement and inspection programs. (As an alternative, the information in this report may be submitted to the Commission in conjunction with the report specified in regulatory position C.2.5.3. In this case, a 120-day comment and review period for the composite report should be assumed by the applicant for scheduling purposes.)

5. The preliminary and final reports, which together summarize the results of the vibration analysis, measurement, and inspection programs, will be pre sented to the Commission within 60 and 180 days, respectively, of the completion of vibration testing.

3. Comprehensive Vibration Assessment Programs for Non-Prototype Reactor Internals Non-prototype reactor internals important to safety should be subjected during the preoperational and initial startup test program to all significant flow modes associated with normal steady-state and anticipated transient operation under the same test conditions imposed on the applicable prototype. Evaluation of the effects of such operation on the structural integrity of the non-prototype reactor internals should be based on the results of a comprehensive vibration assessment program developed for the specific non-prototype classi fication (i.e., Category I, II, III, or IV). The comprehen sive vibration assessment programs for non-prototype reactor internals are outlined below. These programs should be scheduled and documented in accordance with the guidelines for the program delineated in regulatory positions C.2.4 and C.2.5 for Prototype reactor inter nals.

3.1 Non-Prototype, Category I

3.1.1 Vibration Analysis Program The Valid Prototype should be specified and sufficient evidence should be provided to support the classification Non-Prototype, Category I.

The vibration analysis for the Valid Proto type, which includes a summary of the anticipated structural and hydraulic response and test acceptance criteria, should be modified to account for the nominal differences that may exist between the Non-Prototype, Category I, and Valid Prototype reactor internals.

3.1.2 Vibration Measurement Program The vibration measurement program may be omitted if the inspection program is implemented.

If a measurement program is implemented in lieu of an inspection program, sufficient and appropriate instrumentation should be incorporated to verify that the vibratory response of the Non-Prototype, Category I,

reactor internals is consistent with the results of the vibration analysis, test acceptance criteria, and the vibratory response observed in the Valid Prototype. The vibration measurement program should include a description of the data acquisition and reduction

1.20-6

systems and test operating conditions consistent with the general guidelines for the vibration measurement program delineated in regulatory position C.2.2 for Prototype reactor internals.

3.1.3 Inspection Program If an inspection program is implemented in lieu of a vibration measurement program, the guidelines for the inspection program delineated in regulatory position C.2.3 for Prototype reactor internals should be followed.

The inspection program may be omitted if the vibration measurement program is implemented.

However, if significant discrepancies exist between anticipated and measured responses for specific compo nents, those components should be removed from the reactor vessel and a visual examination performed.

Components for which removal is not feasible should be examined in situ by means of appropriate inspection equipment. In any case, the interior of the reactor vessel should be visually checked for loose parts and foreign material.

3.2 Non-Prototype, Category II

3.2.1 Vibration Analysis Program and The Valid Prototype should be specified, and sufficient evidence should be provided to support the classification Non-Prototype, Category II, which requires demonstrating that the structural differences that exist between the Non-Prototype, Category II,

and Valid Prototype reactor internals have no significant effect on the vibratory response and excitation of those unmodified Non-Prototype, Category II, components.

The vibration analysis for the Valid Proto type, which includes a summary of the anticipated structural and hydraulic response and test acceptance criteria, should be modified to account for the structural differences that exist between the Valid Prototype and Non-Prototype, Category 1I, reactor internals.

Test acceptance criteria should specifically be established for those Non-Prototype, Category II,

reactor internal components with structural differences relative to the Valid Prototype.

3.2.2 Vibration Measurement Program A vibration measurement program should be implemented on the Non-Prototype, Category II, reactor internals during preoperational and initial startup testing.

The vibration measurement program should include a description of the data acquisition and reduction systems and test operating conditions con sistent with the general guidelines for the vibration measurement program delineated in regulatory position C.2.2 for Prototype reactor internals.

Sufficient and appropriate instrumentation should be used to define the vibratory response (i.e.,

frequency, amplitude, modal content) of those reactor internal components important to safety that have been modified relative to the Valid Prototype for the purpose of demonstrating that the test acceptance criteria are satisfied and establishing the margin of safety.

Sufficient and appropriate instrumentation should be used to monitor those reactor internal components important to safety that have not been modified relative to the Valid Prototype to confirm that the vibratory response of such components complies with the guidelines for Non-Prototype, Category II,

reactor internals and is consistent with the results obtained for similar components during the measure ment program on the Valid Prototype.

3.2.3 Inspection Program An inspection program that follows the guidelines for the inspection program delineated in regulatory position C.2.3 for Prototype reactor internals should be implemented.

3.3 Non-Prototype, Category HI

3.3.1 Vibration Analysis Program The Conditional Prototype should be specified, and sufficient analytical or experimental evidence should be provided to support the classification Non-Prototype, Category III, as well as to demonstrate the applicability of data from the vibration measurement program on the Prototype to the Conditional Prototype.

It should be demonstrated that:

1. The Conditional Prototype is sub stantially similar in arrangement, design, size, and operating conditions to the Non-Prototype, Category III,

reactor internals.

2. Response modes attributable to the inservice vibration problems and ensuing component or operational modifications do not significantly affect the applicability of the results of the vibration measurement program on the Prototype to the Conditional Prototype, or response modes attributable to the inservice vibration problems and ensuing component or operational modifi cations do affect the applicability of the results of the vibration measurement program on the Prototype to the Conditional Prototype, but the effects are limited to structural components and response modes that permit

1.20-7

clear separation of these effects from other results of the vibration measurement program.

Details concerning the adverse vibration experience of the Conditional Prototype should be provided, as should experimental or analytical informa tion which demonstrates that the vibration problems associated with the Conditional Prototype have been corrected for both it and the applicable Non-Prototype, Category III, reactor internals.

The vibration analysis on the Prototype to the Conditional Prototype, which includes a summary of the anticipated structural and hydraulic response and test acceptance criteria for the measurement program on the Prototype, should be modified to account for the component or operational modifications applicable to the Conditional Prototype and Non-Prototype, Category III, reactor internals.

Test acceptance criteria, with permissible deviations, should be specified for reactor internal components important to safety. Each component should be categorized according to whether the results from the vibration measurement program on the Proto type to the Conditional Prototype are applicable.

3.3.2 Vibration Measurement Program A vibration measurement program should be implemented on the Non-Prototype, Category III,

reactor internals during preoperational and initial startup testing.

Sufficient and appropriate instrumentation should be used to define the vibratory response of those reactor components important to safety which, because of structural or operational modifications relative to the original design of the Conditional Prototype, are expected to have response characteristics substantially different from those measured for that component during the vibration measurement program on the Prototype to the Conditional Prototype.

All other components should be monitored with sufficient and appropriate instrumentation to con firm that the measured response for each component is substantially similar to that obtained during the vibra tion measurement program on the Prototype to the Conditional Prototype.

The vibration measurement program should satisfy the general guidelines for a Prototype measure ment program as delineated in regulatory position C.2.2.

3.3.3 Inspection Program An inspection program that satisfies the guidelines for the inspection program delineated in regulatory position C.2.3 for Prototype reactor internals should be implemented.

3.4 Non-Prototype, Category IV

3.4.1 Vibration Analysis Program The Limited Valid Prototype should be specified, and sufficient evidence should be provided to support the classification Non-Prototype, Category IV.

3.4.2 Vibration Measurement Program A vibration measurement program may be omitted if the inspection program is implemented.

If a measurement program is implemented in lieu of an inspection program, sufficient and appropriate instrumentation should be incorporated to verify that the vibratory response of the Non-Prototype, Category IV, reactor internals is consistent with the results of the vibration analysis, test acceptance criteria, and the vibratory response for the referenced limited Valid Prototype.

The vibration measurement program should be consistent with the guidelines delineated in regulatory position C.3.1.2 for the measurement program for Non-Prototype, Category I, reactor internals.

3.4.3 Inspection Program If an inspection program is implemented in lieu of a vibration measurement program, the guidelines for the inspection program delineated in regulatory position C.3.1.3 for Non-Prototype, Category I, reactor internals should be followed.

D. IMPLEMENTATION

The purpose of this section is to provide guidance to applicants and licensees regarding the NRC staffs plans for utilizing this regulatory guide.

Except in those cases in which the applicant proposes an acceptable alternative method for complying with specified portions of the Commission's regulations, the method described herein will be used in the evaluation of submittals for operating license or construction permit applications docketed after June 22, 1976.

If an applicant wishes to use this regulatory guide in developing submittals for applications docketed on or before June 22, 1976, the pertinent portions of the application will be evaluated on the basis of this guide.

1.20-8

SPROTOTYPE

[Unique or first of a kind Analysis, Extensive Measurement, and Full Inspection I

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prtoa oiiain Conditional NON-PROTOTYPE

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/Substantially Similar to differences Conditional Prototype

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.A 1'Measurements, and Full Inspection M' I.

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Similar Substantially Similar to Limited Valdid Prototype Analysis and Either Extensive Measurements or Full Inspection Reato ineral cofiuraio fr wiccoprhestn iveySiiart Reactor internals configuration for which comprehensive vibration assessment program is defined.

Summary of comprehensive vibration assessment programs.

Reactor internals reference design which, together with its test and operating experience, provides the basis for a specific comprehensive vibration assessment program.

Indicates alternative paths II