4Newbuild EPR reactors
Transcription
4Newbuild EPR reactors
AREVA Newbuid EPR Reactors AREVA Reactors Safety Two Aspects of the Nuclear Safety for Reactors: Design considerations: Barriers, Safety functions, Safeguard system Safety management in operation 3 AREVA ANKARA, September 2008 3 Principles of a safe design for a PWR First barrier : Fuel Cladding Second barrier : The Primary System Enveloppe Third barrier : The containment Building > A serie of independant protection barriers, , protect in depth the workers and the public from the radioactivity produced in the nuclear fuel > The safety systems are redundant and independant 4 AREVA ANKARA, September 2008 4 Principles of a safe design for a PWR Three safety functions Controlling chain reaction control rods position boron concentration 5 AREVA ANKARA, September 2008 Fuel Fuelcooling cooling Heat Heat removal removal :: by by steam steam generators generators in in operation operation by by residual residual heat heat removal removal on plant shutdown on plant shutdown (RRA) by by safety safety injection injection (RIS) Radioactivity containment By the 3 barriers : fuel cladding closed primary cooling system containment building 5 Principles of a safe design for a PWR Three main safeguard systems Containment spray (EAS) Safety injection (RIS) Auxiliary feedwater supply (ASG) 6 AREVA ANKARA, September 2008 6 Nuclear Safety requirements in operation Energy production with strict respect to nuclear safety (in the frame of the Technical Specification Rules) Efficient organization Internal independent assessment External assessment Suitable human resource (at the heart of safety) Communication principles : « openness and transparency » Emergency organization in case of incident or accident in relation with the Nuclear and the governmental authorities 7 AREVA ANKARA, September 2008 7 The TMI Accident In Spring 1979 occurred at Three Mile Island, in Pennsylvania, the most severe accident which ever happened on a light water reactor. Mislead by an ambiguous instrumentation, the operators reacted erroneously during more than two hours Résult : • One third of the core melt • A huge investment unavailable • However No impact neither on man nor on environment... This TMI accident showed advances were necessary in order to avoid renewal of such occurences. Consequently many design improvements took place. 8 AREVA ANKARA, September 2008 8 Lessons driven from the Three Mile Island accident The defense in depth principle had demonstrated its efficiency at TMI as the containment had entirely protected the public from any radioactive exposure. However, it showed that the application of the defense in depth principle needed further extension. 9 AREVA ANKARA, September 2008 9 Feedback following Three Miles Island, main improvements Improvement of man-machine interface in order to ease the operator understanding of the real physical status of the reactor Implementation of a safety panel in the control .The safety panel shows synthetically the important parameters in case of incidental situation Qualified instrumentation for accidental conditions Specific procedures for accidental conditions These procedures are based on a state analysis of the core thermohydraulic conditions. This new concept relies on the qualified instrumentation. In this approach, the objective is not only to prevent postulated accidents, but also, basing oneselves on the plant status, to limit the damage on the reactor core and to come back to a safe status Hydrogen recombiners 10 AREVA ANKARA, September 2008 10 GEN 3 : Expanded Defense-in-depth concept 1st level: Prevention of abnormal operation and failures Conservative design and high quality in construction and in operation Transient Plant Behavior Reinforced protection against external hazards 2nd level: Control of abnormal operation and detection of failures Full use of the benefit of digital I&C Limitation system Improved Man Machine Interface 3rd level: Control of accidents within the design basis redundant and diversified safety systems Detailed failure analysis on safety and support systems Prevention of common mode failures 4th level: Control of severe accidents Practical preclusion of energetic scenarios that could lead to early containment failure Leaktightness of the containment in case of low pressure core melt 11 AREVA ANKARA, September 2008 11 EPR - An Evolutionary Design built on Experience from the most recent Reactors EPR N4 Framatome Konvoi Siemens Thermal power MWth 4300-4500 4250 3850 Electrical power Mwe ~1600 1500 ~1400 % ~37 ~35 ~36 4 4 4 241 205 193 60 40 40 Efficiency Number of primary loops Number of fuel assemblies Service lifetime years • Chooz 1+2 • Civaux 1+2 12 AREVA ANKARA, September 2008 • Neckar 2 • Emsland • Isar 2 12 EPR safety: a decisive step towards harmonized cross-country standards For EPR design, three main safety objectives were defined: Evolutionary rather than revolutionary design; Significant improvement by reducing the probability of core meltdown and improving the reactor’s containment capability (also for severe accidents); Improvement of operating conditions: - radiation protection, - waste management, - maintenance improvement, - reduction of human error risk. 13 AREVA ANKARA, September 2008 13 The EUR: ten major European utilities towards common LWR standards Ten participants from the beginning, ensuring a wide legitimacy of the standards: British Energy/Nuclear Electric (UK) DTN (Spain), EDF (France), Fortum and TVO (Finland), NRG (Netherlands), SOGIN (Italy), Tractebel (Belgium), Vattenfall/FKA (Sweden), UAK (Switzerland), VDEW (Germany) Strong connections established with other utilities, vendors and regulators Four volumes covering the whole range of requirements: -Main policies and objectives -Generic NI requirements -Application of EUR to specific projects -Power generation plant requirements An efficient tool for specification of the NPPs to be built in Europe 14 AREVA ANKARA, September 2008 14 EPR: Limitation system to eliminate avoidable reactor trip Limitation functions and protection of the reactor Four-channel limitation functions are implemented to rule out impermissible operational conditions that would otherwise cause reactor trips actions to be initiated to ensure that process variables are kept within the range on which the safety analysis is based to initiate actions to counteract disturbances that are not so serious as to require the protection system to trip the reactor Man-Machine Interface Sufficient and appropriate information is made available to the operators for their clear understanding of the actual plant status. Normal operation enhancement through sound protection system design 15 AREVA ANKARA, September 2008 15 EPR provides optimal operating conditions Evolutionary design: State-of-the art digital I&C Ergonomic control room Control system P17 –S2 16 AREVA Thoroughly trained operators: Training Simulator State-of-the-art I&C and outstanding training programs improve overall reliability ANKARA, September 2008 16 Design and responsiveness improvements reduce considerably the probability of core damage Engineering design improvements allow: Break preclusion of primary piping and main secondary pipes Reduction of risk of Reactor Pressure Vessel Brittle fracture Increased operator reaction time for loss of Steam Generator cooling event thanks to increase primary and secondary coolant volume Improved response to loss of Off-site power events: additional diversified diesel generators EPR reinforces Public acceptance P20 –S1 17 AREVA ANKARA, September 2008 17 Redundant and diverse EPR safety systems EPR is protected against: Multiple failure while providing online maintenance flexibility 4 2 4 times redundant safeguard systems Common cause failures 3 safety system diversity: - Every system has a diversified back-up 1 Four Train concept and physical separation External hazards through systematic physical separation of the safety systems Proven yet evolutionary safety systems deliver high reliability levels P19 –S1 18 AREVA ANKARA, September 2008 18 Severe Accident (SA) Approach Specific EPR design assumption : The event may ultimately lead to RPV failure (loss of the second barrier) ⇒ Confinement of radioactivity must therefore be ensured by the containment (third barrier) EPR approach : Reduce the probability of core damage by a factor of ~ 10 compared to reactors in operation. Regardless the very little likelihood of reactor core damage, prevent and mitigate SA consequences, i.e. : Practically eliminate sequences leading to large early radioactive releases Timing and magnitude of possible releases following any plausible core damage event must result in very limited off-site doses Hardened Containment Design to Ensure its Integrity 19 AREVA ANKARA, September 2008 19 Consequences of a severe accident are limited by both passive and active safety systems Passive System (Short term) Active System (Long term) Reactor pit & IRWST Sacrificial concrete Spreading area 1. Temporary retainment in the reactor pit (gravity and metal gate) 2. Spreading in the large surface dedicated area (metal gate melting and gravity) 3. Flooding and cooling of the spreading area using IRWST (In-containment Refueling Water Storage Tank) 1. Removal of containment heat: • Recirculation and coolant heat exchange • Containment spray system No need for significant off-site measures improves Public acceptance 20 AREVA ANKARA, September 2008 20 EPR: Practical Elimination of Hydrogen Detonation Oxydation of the Zr fuel cladding results in hydrogen production Global detonation is avoided as long as the average global hydrogen concentration within containment is below 10 % H2 (vol) Containment with large volume (about 80 000 m3) and ”open” compartments No automatic early containment spray for avoiding steam condensation Prevention of fast deflagration or detonation for all relevant scenarios ensured by Multiple Passive Autocatalytic Recombiners (PARs) AREVA PAR distributed throughout containment maintains the average concentration of hydrogen in the containment atmosphere below ignition limits pressure loads generated from hydrogen on the containment structures is quasi-static and below the containment design pressure for all representative sequences 21 AREVA ANKARA, September 2008 21 EPR Safety Improvements Main Safeguard Systems of the EPR Double containment with ventilation and filtration Melt core cooling area Containment heat dispersion system Water reserves inside the containment Spreading Area Protection of the Basemat 22 AREVA ANKARA, September 2008 Four Fourredundant redundant safety safetysystems systems 22 EPR aircraft hazard protection in the post 9-11 World EPR Designed to withstand impact of: 23 AREVA Large Commercial Jet & Military Aircraft At various Elevations & From different Sides ANKARA, September 2008 23 EPR REACTOR COOLANT SYSTEM COMPONENTS AND LAYOUT 24 AREVA ANKARA, September 2008 24 EPR design incorporates worldwide operational experience EPR design integrates worldwide experience feedback of various damages that can affect mechanical components Fatigue Corrosion Thermal aging Irradiation Wear Lifetime design improvements mainly focused on Plant operation Materials (steel and alloy) Plant chemistry Equipment (Reactor Pressure Vessel, Steam Generators, Pressurizers, pumps) Secure cash flow for a minimum of a 60 year period 25 AREVA ANKARA, September 2008 25 EPR COMPONENTS Many Significant Design Improvements REACTOR PRESSURE VESSEL ONE INTEGRAL FORGING FOR THE VESSEL FLANGES AND THE NOZZLE SHELL SUPPRESSION OF THE BOTTOM PENETRATIONS INTERNALS HEAVY REFLECTOR STEAM-GENERATORS IMPROVED DESIGN FOR INCREASING STEAM PRESSURE PRESSURIZER INCREASED VOLUME IMPROVED DESIGN AND LAYOUT FOR SAFETY VALVES AND HEATERS MAINTENANCE REACTOR COOLANT PIPING FORGED STAINLESS STEEL 26 AREVA ANKARA, September 2008 26 EPR HEAVY REFLECTOR 27 AREVA ANKARA, September 2008 27 EPR General layout Reactor Building Fuel Building Nuclear Auxiliary Building Safeguard Building 1 Diesel Building 3+4 Waste Building Safeguard Building 2+3 Safeguard Building 4 Diesel Building 1+2 Office Building 28 AREVA ANKARA, September 2008 C.I. Electrical Building Access Building Turbine Building 28 RB accessible during power operation : Inaccessible area (during power operation) 29 AREVA ANKARA, September 2008 29 Maintainability concept for lowering O&M costs The maintainability of the EPR has been greatly improved by its evolutionary character leveraging the experience gathered from previous reactors Minimization of the needs for In-Service Inspection (ISI) Reduced number of welds on the primary circuit (suppression of a girth weld between the flange and the nozzle shell, large nozzles integral to the main primary piping, small nozzles set-on welded) Systematic improved accessibility e.g.: access floors to pressurizer safety valves, pressurizer heaters, primary coolant pumps seals Optimization of radioprotection for easier maintenance Use of low Cobalt stainless steel for reduction of source terms Optimization of layout of systems conveying radioactivity Additional radiation shielding, e.g. for valves handwheel Shortening of maintenance operations Flanges on CRDMs and pressurizer heaters Dismountable thermal shields e.g. on Steam Generators Greater flexibility to reduce operational cost 30 AREVA ANKARA, September 2008 30 A COMPETITIVE kWh Nuclear Island availability objectives Unscheduled unavailability rate lower than 5 days/year (3 days/year for NI) : < 1,4% / r.y Refueling Only Outage (ROO): < 11 days Normal maintenance and refueling Outage (NRO): < 16 days Ten-year inspection outage (TIO): < 40 days 31 AREVA ANKARA, September 2008 31 EPR designed for flexible and optimized fuel management Large size Heavy Reflector In/out loadings Cycle length flexibility High U235 enrichment High discharge burnup Low linear power MOX recycling capability Efficient fuel cycle Low fuel cycle cost Increased margins 32 AREVA ANKARA, September 2008 32 EPR provides operational flexibility Load follow operation capability Daily load follow cycles Intermediate power level from 2 to 10 hours Modulation slope (up to +5%/min): Usual load follow: power variation between 60% and 100% NP, - Return to 100 % NP possible at 5%/min during 80 % of the fuel cycle Unusual load follow with intermediate power level between 25% and 60% NP - Return to 100 % NP possible at 2.5%/min during 80 % of the fuel cycle No constraints for duration of part-load operation Flexible fuel management Cycle lengths from 12 to 24 months In-out / out-in fuel management Capability to burn ENU*, ERU* and Actual demand Load forecast MOX* fuel *Note: ENU: Enriched Natural Uranium ERU: Enriched Reprocessed Uranium MOX: Mixed Oxide U, Pu 33 AREVA ANKARA, September 2008 33 Progress in construction: activities on site October 2006 July 2007 February 2008 April 2008 34 AREVA ANKARA, September 2008 34 EPR in Finland: Olkiluoto 3 35 AREVA ANKARA, September 2008 35 EPR the FIRST Generation III+ under construction: Second project site: Flamanville 3 First of the new EDF EPR fleet Generating power and revenue by 2012 36 AREVA ANKARA, September 2008 36 The Future EPR Reactor of Flamanville 37 AREVA ANKARA, September 2008 37 EPR Under Construction: Taishan 38 AREVA ANKARA, September 2008 38 Taishan Project is part of a global agreement The contract signed on November 26, 2007 includes: Uranium supply and enrichment services Delivery of Fuel assemblies over 15 years Design and supply of 2 EPR nuclear islands Technology Transfer on EPR NI Technology together with a view to develop collaboration on the ‘back-end’ 39 AREVA ANKARA, September 2008 39 Taishan Project Description Supply of 2 Nuclear Islands (NI) for 2 EPR Units: Design & Engineering of NI Civil Works Basic & Detailed Design FOB Supply of Heavy Equipment Safety Digital Control System Options: Erection and Commissioning of Primary Loop Operational Digital Control System Technology Transfer on EPR NI Technology Self-Reliance Program for Engineering Activities 40 AREVA ANKARA, September 2008 40 The Taishan Nuclear Power Plant ACESS ROAD TAISHAN NP PLANT AREA EMERGENCY ROAD GUOHUA POWER STATION 41 AREVA ANKARA, September 2008 41 Integrated equipment manufacturing Continuous quality deliveries of products and integrated process improvements for existing plants and new build projects Sfarsteel (Le Creusot) Heavy forging and machining Workshops: 85 000 m² (4 sites) Chalon Saint Marcel 30 years of operations Workshop: 39 000 m² Reactor Pressure Vessel Heads, Steam Generators, Pressurizers, Safety Injection Accumulators JSPM (Jeumont) Start of operation: 1898 Workshop: 13 000 m² Reactor Coolant Pumps and Motors, Control Rod Drive Mechanisms AREVA since 2006 2900m² Extension in 2006 1200m² Ext. by 2012 2 new production lines by 2011 AREVA is building an industry not just plants 42 AREVA ANKARA, September 2008 42 December 20, 2006 43 AREVA ANKARA, September 2008 Pressurizer Sipping test 43 Steam Generator Manufacturing of steam generator tube plate, tube support structures and bundle wrapper introduction at AREVA Chalon / Saint Marcel (France) May 2007 44AREVA NP AREVA ANKARA, September 2008 44 Reactor Pressure Vessel Forging at Japan Steel Works (JSW) in Muroran (Japan) Manufacturing at Mitsubishi Heavy Industries (MHI) in Kobe (Japan) Final assembly done 45AREVA NP AREVA ANKARA, September 2008 August 2007 45 September 2007 Reactor Coolant Pump First Casing after Machining at AREVA JSPM (France) 46 AREVA ANKARA, September 2008 46 The EPR design currently being licensed by leading safety authorities Construction License February 2005 April 2007 Design Certification Application December 2007 Submission June 2007 Licensing Launched AREVA supports a shorter licensing process by providing comprehensive reference documents 47 AREVA ANKARA, September 2008 47 AREVA’s goal is to deploy EPR plants in the US AREVA has therefore decided to apply for design certification Design Certification Official Application: December 2007 Several US utilities have expressed strong interest and consider the EPR as a viable option for future needs. 48 AREVA ANKARA, September 2008 48 49 AREVA ANKARA, September 2008 49 EPR Design Certification Time schedule 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 DC Rule Issued (Aug '10) EPR Base Case (w/LWA, no ESP) Design Certification Applica. Prep COL Preparation (24 mos) COL Review / hearing (39 mos) Site Prep / Construction (15 / 42 mos) Start-up (9 mos) NRC Review DC Rule COL Issued (Aug '11) COL Prep Provisional Turnover (Oct '15) Review / Hearings Construction S/U EPR construction Constellation (4 units) EDF (1 unit, Flamanville) TVO (1 unit, Olkiluoto) 50 AREVA ANKARA, September 2008 50 Multinational Design Evaluation Program Purpose: Multinational regulatory cooperation and convergence of safety standards Stage 1 Enhance and formalize multinational cooperation First demonstration is NRC design certification review for U.S. EPR Primary participants are NRC and STUK (DGSNR to a lesser extent) Sharing of documentation and sharing of resources Stage 2 International convergence of codes, standards, and safety goals Conducted in parallel with Stage 1 Build framework for multinational evaluation of Gen IV designs Steering Committee of regulators Organization for Economic Cooperation and Development (OECD) Nuclear Energy Agency (NEA) will coordinate 51 AREVA ANKARA, September 2008 51 ÇOK TESEKKÜR EDERIM THANK YOU VERY MUCH MERCI BEAUCOUP … HOSÇA KALIN … AREVA AREVA