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IAEA Technical Meeting on Probabilistic Safety Assessment for New Nuclear Power Plants Design Vienna, October 1-5 2012 Critical Issues Concerned with the Assessment of Passive System Reliability Luciano Burgazzi ENEA, Bologna, Italy


  1. IAEA Technical Meeting on Probabilistic Safety Assessment for New Nuclear Power Plants’ Design Vienna, October 1-5 2012 Critical Issues Concerned with the Assessment of Passive System Reliability Luciano Burgazzi ENEA, Bologna, Italy luciano.burgazzi@enea.it 1

  2. Outline • Introduction – Passive Systems – Passive Systems Reliability and Safety – Applications to Advanced Reactors – Thermal-hydraulic (t-h) Passive Systems • Reliability Assessment Approaches • Open Issues – Uncertainties – Dependencies – Integration into Accident Sequences within a PSA Framework – Passive vs Active Systems • Summary • Outlook 2

  3. Generics • Innovative reactors largely implement passive safety systems • Reactivity control, decay heat removal, fission product containment • Applications of passive systems for innovative reactors demand high availability and reliability • PSA analysis • Accident sequence definition and assessment – Event Tree and Fault Tree model • Introduction of a passive system within an accident scenario in the fashion of a front-line system and in combination with active systems and human actions 3

  4. Recalls • IAEA ( IAEA-TECDOC-626 ) definitions: – Passive Component : a component which does not need any external input to operate – Passive System : either a system which is composed entirely of passive components and structures or a system which uses active components in a very limited way to initiate subsequent passive operation • Passive System Categorization: – A : physical barriers and static structures, – B : moving working fluids, – C : moving mechanical parts, – D : external signals and stored energy (passive execution/active initiation) 4

  5. Classification of Passive Systems 5

  6. Examples 6

  7. Passive Systems in Advanced Reactors AP1000 Passive Core Cooling System Automatic depressurization valves Passive Decay Heat Removal natural circulation heat removal Sump recirculation Passive Safety Injection CMT, accumulators, IRWST, ADS AP1000 RCS and 7

  8. Passive Systems in Advanced Reactors AP1000 Passive Residual Heat Removal (PRHR) 8

  9. Passive Systems in Advanced Reactors AP1000 Passive Safety Injection Sump Screen DVI conn. 9

  10. Passive Systems in Advanced Reactors AP1000 Containment and Passive Containment Cooling System (PCCS) 10

  11. Passive Systems in Advanced Reactors ESBWR design and passive safety systems 11

  12. Passive Systems in Advanced Reactors ESBWR Isolation Condenser arrangement 12

  13. Passive Systems in Advanced Reactors ESBWR Passive Containment Cooling Condenser arrangement 13

  14. Passive System Reliability • Probabilistic reliability methods for passive A safety systems have been extensively developed and applied in fracture mechanics • For several passive C and D systems reliability figures may be derived from operating experience • For passive B type systems basing on physical principle (natural circulation, i.e. gravity and density difference) denoted as t-h (thermal- hydraulic) passive systems, there is no agreed approach towards their reliability assessment yet T-h passive system reliability • – deviations of natural forces or physical principles from the expected conditions, rather than classical component mechanical and electrical faults 14

  15. Thermal-hydraulic Passive System Reliability • Natural circulation : small engaged driving forces and thermal- hydraulic factors affecting the passive system performance (e.g. non condensable fraction, heat losses) • System from the predictable nominal performance to the state of degradation of the physical principle in varying degrees up to the failure • Occurrence of physical phenomena leading to pertinent failure modes, as: – non-condensable gas build-up, thermal stratification and heat transfer rate degradation • Physical principle deterioration dependency on the boundary conditions and mechanisms needed for start-up and maintain the intrinsic principle • Passive Systems for decay heat removal implementing in-pool heat exchangers and foreseeing the free convection (e.g. PRHR for AP 600 and AP 1000, Isolation Condenser for SBWR and ESBWR) 15

  16. T-h Passive Systems in Advanced Reactors Isolation Condenser (SBWR, ESBWR) • Core Decay Heat removal from the reactor, by natural Pool circulation following an Makeup Cooling Isolation isolation transient, including a Pool Condenser heat source and a heat sink Turbine where condensation occurs via a Steam heat exchanger Vent Drain Line Valve Limit the overpressure in the • reactor system at a value below Vent Valves Feedwater the set-point of the safety relief Liquid valves, preventing unnecessary reactor depressurization Vessel Suppression Pool • Isolation Condenser actuation on MSIV position, high reactor Scheme of the Isolation Condenser pressure and low reactor level 16

  17. Thermal-hydraulic Passive System Reliability • System/component reliability (piping, valves, etc.) – mechanical component reliability • Physical phenomena “stability” (natural circulation) – factors impairing the performance/stability of the physical principle (gravity and density difference) upon which passive system operation is relying – dependency on the surrounding conditions related to accident progress, affecting system behaviour – this could require not a unique unreliability figure, but the reevaluation for each sequence following an accident initiator – thermal-hydraulic analysis is helpful to evaluate parameter evolution 17

  18. Thermal-hydraulic Passive System Reliability • Difference between – Passive system availability • probability of system start-up and natural convection inception – Passive system reliability • probability of the system to accomplish the safety function, along the designated mission time • conditional on natural circulation activation • Uncertainties related to the performance assessment – aleatory, e.g., initial conditions, geometry, materials – subjective or epistemic, e.g. t-h correlations (both analytical and experimental) and coefficients for system t-h modeling 18

  19. Exisiting Methodologies for Passive System Reliability Assessment Reliability of passive safety systems has been considered as an • important international standard problem exercise • To achieve a consistent methodology – to capture all the phenomena involved and their interactions – to merge probabilistic and physical, i.e. t-h, aspects (t-h simulations) • REPAS (REliability of PAssive Systems) (late '90s) – ENEA, University of Pisa, Polytechnic of Milano, University of Rome • J. Jafari, F.D’Auria, H. Kazeminejd, H. Davilu, Reliability evaluation of a natural circulation system, Nuclear Engineering and Design 224 (2003) 79–104 • RMPS (Reliability Methods for Passive Safety Functions) – Fifth European Union Framework Programme project (2001-2004) • Marques M., et al., Methodology for the reliability evaluation of a passive system and its integration into a Probabilistic Safety Assessment, Nuclear Engineering and Design 235 (2005) 2612–2631 • APSRA (Assessment of Passive System ReliAbility) – Bhabha Atomic Research Centre (India) • Nayak A. K., et al., Passive system reliability analysis using the APSRA methodology, Nuclear Engineering and Design, Volume: 238, Issue: 6, June, 2008, pp. 1430-1440 19

  20. Exisiting Methodologies for Passive System Reliability Assessment • RMPS − identification and quantification of the sources of uncertainties and determination of the important variables − propagation of the uncertainties through a t-h model and reliability evaluation of the t-h passive system − integration of the t-h passive system in an accident sequence, as a basic event • APSRA – failure surface: deviations of all critical parameters influencing the system performance through test data analysis – causes of deviation through mechanical components (as valves, control systems, etc.) failure analysis – failure probability through classical PSA (fault tree) 20

  21. Exisiting Methodologies for Passive System Reliability Assessment • Currently, the APSRA methodology developed by BARC and the RMPS methodology developed by EU are used for analyzing reliability of passive safety systems • While in the RMPS methodology the deviation of key parameters causing the failure of the system is accounted by a probability density function based on expert judgment, on the other hand, in the APSRA methodology the functional failure due to deviation of parameters is correlated with the failure of actual components • The APSRA methodology relies on in-house experimental data to account code and modeling uncertainties unlike that in RMPS methodology 21

  22. Open Issues Related to t-h Passive System Reliability • Analysis of the different methodologies proposed so far • Uncertainties – Passive system performance – T-h code • Dependencies – Relevant parameters • Integration within an accident sequence within a Probabilistic Safety Assessment (PSA) framework, in combination with an active systems and human actions • Passive vs active systems 22

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