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Consideration of Design Extension Conditions when Assessing Technology The EPR Technology Franck Lignini
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Consideration of Design Extension Conditions when Assessing

Technology

The EPR Technology

Franck Lignini

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 2

Context NE Series NP-T-1-10 ‘Nuclear Reactor Technology

Assessment for Near Term Development’

Applicable to all phases of the NPP programme as defined in the “Milestones” document NG-G-3.1

Proposes a list of focus areas

“HIGH” weighing factors include

Safety

Proven technology

Compliance with regulation and licensing requirements

Key topics and key questions are proposed

Safety : safety margins, DiD, passive vs active safety systems,

probabilistics and deterministic safety evaluation

Technology maturity

As part of technology assessment, safety systems and engineered safety features must be carefully assessed especially

In case of innovative technology

Regarding “new“ IAEA design requirements introduced in SSR-2/1,

dealing in particular with ‘Design Extension Conditions’ and ‘Practical

Elimination’

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 3

Outline

“New” IAEA Design Requirements (SSR-2/1)

Considerations for Technology Assessment

Consideration of Design Extension Conditions in the EPR

Technology

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 4

Reminder on IAEA Design Requirements

SSR-2/1 published in 2012

Revision 1 under the publication process with integration of lessons

learned from the Fukushima Daiichi accident

“New” or more stringent requirements compared to NS-R-1

(2000)

A new TECDOC ‘Considerations on the Application of the IAEA Safety

Requirements for Design of Nuclear Power Plants’ will soon be published

(reviewed in June by members of the IAEA Nuclear Safety Standards Committee - NUSSC)

The following topics needed extensive discusion before consensus could

be reached

Use of the term ‘Design Basis’ for the plant

Association of Plant States with levels of DiD, in particular for DECs without core damage.

Consideration of the use of non permanent equipment for new plants

Concept of practical elimination

List of DECs without core damage given as examples in the TECDOC

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 5

SSR-2/1 Reqt 20 ‘Design Extension Conditions’

Design Extension Conditions

A set of events without significant fuel degradation (DEC A) or conditions with core melt (DEC B)

Engineering judgment, deterministic assessments and probabilistic assessments

Improve safety by enhancing the capability of the plant to withstand conditions generated by accidents that are more severe than Design Basis Accidents or that involve additional failures

Some DECs were already taken into account on existing plants (SBO, ATWS)

Considered in the design process of the plant

Additional safety features or extension of the capability of safety systems to prevent or to mitigate the consequences of a severe accident or to maintain the integrity of the containment

Obj : Reach controlled state - Containment function can be maintained

Radioactive releases must remain within acceptable limits

Possibility of plants states arising that could lead to an early radioactive release or a large

radioactive releases is practically eliminated

Effectiveness of provisions to ensure the functionality of the containment could be analyzed on the basis of the best estimate approach

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 6

SSR-2/1 Reqt 20 ‘Design Extension Conditions’

Design Extension Conditions

DEC ‘A’ DEC ‘B’

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 7

SSR-2/1 Reqt 20 ‘Design Extension Conditions’

Features for DEC

Features specifically designed for use in DEC or features capable of

preventing or mitigating DECs

Independent to the extent practicable of those used in more frequent accidents

Capable of performing in the environmental conditions pertaining to DECs, including severe accident conditions where appropriate

- For returning the plant to a safe state or for mitigating the consequences of an accident,

consideration could be given to full design capabilities of the plant and to temporary use of

additional systems

Reliability commensurate with the function that they are required to fulfill

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 8

SSR-2/1 Reqt 7 ‘Application of DiD’

The design of a nuclear power plant shall incorporate defence

in depth. The levels of defence in depth shall be independent

as far as is practicable

4.14 The levels of defence in depth shall be independent as far as

practicable to avoid the failure of one level reducing the effectiveness of

other levels. In particular, safety features for design extension conditions

(especially features for mitigating the consequences of accidents

involving the melting of fuel) shall as far as is practicable be independent

of safety systems

Demonstration of independence of the concerned provisions

implemented for the different levels of DiD should be provided

for each sequence of events

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 9

Outline

“New” IAEA Design Requirements (SSR-2/1)

Considerations for Technology Assessment

Consideration of Design Extension Conditions in the EPR

Technology

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 10

Performing Technology Assessment

Have Design Extension Conditions been

adequately considered in the design of the reactor ?

How was the list of DECs established ?

Was a systematic approach adopted, based on deterministic

considerations with probabilistic insights ?

How independent are engineered safety features for DECs from safety

systems used for more frequent accidents ?

For new technology, is the experience feedback sufficient to establish a

list of DECs ?

For example, it is important to understand

How the failure modes of passive systems are established

How they were validated and qualified – whether there are remaining uncertainties and potential cliff-edge effects

How the reliability of innovative equipment and passive systems is determined

Whether they can be tested

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 11

Performing Technology Assessment

In Annex III, NP-T-1.10 ‘Nuclear Reactor Technology

Assessment for Near Term Deployment suggests weighing

factors for “evaluation criteria” (MAUT or Kepner-Tregoe

process)

Reliability 30%

Function and performance 15%

Safety 30%

Operation and maintenance 15%

Materials 10%

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 12

Reliability of Passive Systems

IAEA TECDOC 1698 (2013) – Performance Assessment of

Passive Gaseous Provisions (PGAP)

… the reliability of passive safety systems is crucial and must be assessed before they are used extensively in future nuclear power plants. Several physical parameters affect the performance of a passive safety system, and their values at the time of operation are a priori unknown. The functions of many passive systems are based on thermohydraulic principles, which until recently were considered as not being subject to any kind of failure. Hence, large and consistent efforts are required to quantify the reliability of such systems.

Difficult to model accurately the characteristics of thermalhydraulic passive systems

Large scale uncertainties in simulation, particularly

Low flow natural circulation

Natural circulation flow instabilities

Critical heat flux under oscillary conditions

Condensation in presence of non condensable gases

Several physical parameters affect the performance of a passive safety system and their values at the time of operation are a priori unknown

Large and consistent efforts are required to quantify the reliability of passive systems

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 13

Reliability of Passive Systems

IAEA TECDOC 1752 (2014) - Progress in

Methodologies for the Assessment of Passive Safety

Systems Reliability in Advanced Reactors

The principal conclusion of the CRP is that there is a clear need to obtain more

data, especially related to thermal hydraulics

The technical challenges for advanced reactors also include … the potential

unavailability of important reliability and experimental data

Failure of passive components and structures now more important in advanced

reactor designs. The new and advanced Methodologies described in the report

for the assessment of passive safety system reliability are considered as

important tools and approaches to achieve improved safety for the future

advanced nuclear power plants and particular attention should be paid to the

status of development of the methodologies and the obtained results.

The general consensus was that a more practical approach would be very

helpful for the robust design and qualification of advanced nuclear reactors.

e.g. full scale mock-up

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 14

Outline

“New” IAEA Design Requirements (SSR-2/1)

Considerations for Technology Assessment

Consideration of Design Extension Conditions in the EPR

Technology

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 15

EPR Technology

Consideration of DEC A on EPR technology

Systematic approach : deterministic supplemented by probabilistic

Proven technology with very significant experience feedback (69 NPPs in

France and Germany) + 4 EPR under construction in Finland, France and

China (x2)

Credible events resulting from multiple failures

Combination of AOO + “frequent” DBA (> 10-2 – 10-3 /y) with a common cause failure (CCF) affecting the safety systems from the main line of defense necessary to reach controlled state

CCF affecting one or more safety classified system necessary to ensure the fundamental safety functions during normal operation

From the beginning of the design process in order to anticipate results of

probabilistic assessment

Verification that provisions not affected by the CCF are sufficient to

reach controlled state

no need for additional provisions but it might be necessary to increase the capability of the existing provisions, or

inclusion of diversified provisions

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 16

EPR Technology

DEC A considered for the EPR Technology

ATWS

DBC 2 + Mechanical blockage of rods

DBC 2 + failure of I&C platform of the protection system

LOOP + failure of emergency DGs

Loss of main heat sink in normal operation

Loss of the main cooling chain (component cooling system + Essential

service water) in normal operation

Loss of Main feedwater system + loss of auxiliary feedwater system

SB LOCA + failure of MHSI

SB LOCA + failure of LHSI

SB LOCA + loss of main cooling chain

CCF of fuel pool cooling system

CCF of HVAC in Electrical and I&C rooms in normal operation

As relevant, impact on both reactor and fuel building assessed, for

relevant plant operating conditions (power, shutdown states)

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 17

Need for DEC A Provisions - Illustration

CDF ≤ 10-5/y (int + ext)

CDF ≤ 10-6/y (int. events)

CDF ≤ 10-7/y (family of events)

CCF safety

system ~ 10-4

Safety Features for DEC

Existing provisions (if not affected by the sequence and if

no excessive design adaptation )

Additional provisions (if existing ones are not sufficient)

Normal operation

+

AOO

DBA (DBC3)

DBA (DBC4)

1

10-2/y

10-4/y

10-6/y

« Frequent » PIE

~ 10-2-10-3/y

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 18

Need for DEC A Provisions - Illustration

CDF ≤ 10-5/y (int + ext)

CDF ≤ 10-6/y (int. events)

CDF ≤ 10-7/y (family of events)

CCF safety

system ~ 10-4

Safety Features for DEC

Existing provisions (if not affected by the sequence and if

no excessive design adaptation )

Additional provisions (if existing ones are not sufficient)

Normal operation

+

AOO

DBA (DBC3)

DBA (DBC4)

1

10-2/y

10-4/y

10-6/y

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 19

Illustration – SB LOCA (not compensated by CVCS)

CDF ≤ 10-5/y (int + ext)

CDF ≤ 10-6/y (int. events)

CDF ≤ 10-7/y (family of events)

Normal operation

+

AOO

DBA (DBC3)

DBA (DBC4)

1

10-2/y

10-4/y

10-6/y

CCF MHSI

Accumulator

+ LHSI +

Secondary

cooldown

Existing provisions (not affected by the sequence)

with adaptation of their design

to cope with the sequence

SB LOCA

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 20

Illustration - LOOP

CDF ≤ 10-5/y (int + ext)

CDF ≤ 10-6/y (int. events)

CDF ≤ 10-7/y (family of events)

Normal operation

+

AOO

DBA (DBC3)

DBA (DBC4)

1

10-2/y

10-4/y

10-6/y

LOOP

CCF EDGs

Diversified

Generators

Additional provisions

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 21

Illustration - ATWS

CDF ≤ 10-5/y (int + ext)

CDF ≤ 10-6/y (int. events)

CDF ≤ 10-7/y (family of events)

Normal operation

+

AOO

DBA (DBC3)

DBA (DBC4)

1

10-2/y

10-4/y

10-6/y

DBC 2

CCF on RPS

Diversified

I&C

platform Additional provisions (DAS)

Existing provisions (SAS) (not affected by the sequence) +

additional signals

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 22

EPR Technology

DEC B on EPR technology

Deterministic approach aiming at covering all severe accident

situations not practically eliminated, that may jeopardize containment

integrity, i.e.

RPV failure at low pressure

Hydrogen production and combustion inside the containment

Pressure and temperature increase inside the containment

Interaction of molten corium with structures and management of the risk of basemat failure

3 types of postulated scenarii (independently of DEC A provisions)

“Fast” scenario with low primary pressure and high residual heat (e.g. similar to largest break LOCA event ) design of corium spreading area and design of CHRS

“Slow” scenario with low primary pressure and low residual heat (e.g. similar to small break LOCA event) design of corium spreading area and hydrogen recombiners

Scenario with high primary pressure and high residual heat (e.g. to similar total loss of SG feedwater event with failure of “feed & bleed”) design of PZR SA depressurization valves and hydrogen recombiners

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 23

Severe Accident Approach

Severe accident

Event beyond the DBA & DEC-A, leading to core damage/melt (loss of the 1st barrier) and possibly to RPV failure (loss of the 2nd barrier)

Mitigation approach aims at ensuring containment integrity (3rd barrier)

Practical elimination of energetic phenomena that may lead to an

early containment failure

High Pressure core melt sequences

Steam explosion

Hydrogen detonation

Commitments to ensure the confinement integrity for any other

sequences following a core melting, including those leading to the

RPV failure at low pressure

Stabilization of molten corium

Containment heat removal

Limitation of radioactive releases

Protective measures limited in area and time

No long term off-site contamination

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 24

Typical Sequence of events

Core uncovering, heat-up

In-vessel core meltdown

Cladding oxidation, with H2 production, transport, release and

combustion

Corium relocation in RPV bottom end

RPV bottom end failure cannot be excluded for high

power core (typically > 1000 MWth)

Reactor vessel wall attack / melt-through

If vessel failure at high pressure, core debris and coolant ejection

If reactor pit flooded as on the picture on the left : Interaction

corium/water, with possible steam explosion

Ex-vessel corium spreading

Interaction corium-concrete

Effective corium cooling leading to solidification

Containment heat up and over-pressurization with failure risk

Fission product release if confinement leaks

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 25

Pressurizer

safety

valves

Dedicated severe

accident

depressurization valves

(2 x 2 valves)

Practical Elimination of High-pressure core melt

Should RPV fail at high pressure, core debris and coolant

ejection may lead to Direct Containment Heating

A primary depressurization system prevents

high-pressure core melt sequences above 20 bar

Dedicated depressurization valves supplement

the 3 PZR safety valves and provide a

safe/reliable RCS depressurization

Redundancy and Diversification

high probability of successful operation

Practical Elimination of

High Pressure Core Melt

RCS : Reactor Coolant System RPV : Reactor Pressure Vessel PZR : Pressurizer

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 26

Practical Elimination of Steam Explosion

Steam Explosion (SE) is a

potentially destructive reaction

between the molten corium and

water

In-vessel SE

no risk of containment failure

(reaction confined within RPV)

Ex-vessel SE

Design provisions ensure dry reactor

pit and corium spreading area prior to

corium flooding Spreading Compartment

Basemat Cooling Melt PlugMelt Discharge Channel Protective Layer

-7.80m

IRWST

Sacrificial Material

Protective Layer

Sacrificial Material

discha

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 27

Oxidation of the Zr fuel cladding results in hydrogen production

Total oxidation of the Zr fuel cladding => 1684 kg H2 (concentration > 20%)

Global detonation is avoided as long as the average global H2

concentration within containment is < 10 % H2 (vol)

Large volume of containment (80 000m3) with ”open” compartments

No automatic early containment spray to avoid steam condensation

Practical Elimination of H2 Detonation

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 28

Practical Elimination of H2 Detonation

Prevention of fast deflagration or

of detonation ensured by Passive

Autocatalytic Recombiners

(PARs)

Maximum global containment pressure in the most limiting scenarios with H2 deflagration : 4,1 to 6,3 bar abs (containment integrity up to 6,5 bar abs)

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 29

Analysis of H2 Combustion

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 30

Core Melt Retention

Strategy, should the reactor vessel

fail :

Prevent corium-basemat interaction to avoid significant releases and durable contamination of sub-soil and underground waters.

Accumulate corium and temporarily retain it in the reactor pit after RPV failure

Delayed melting of a metal gate located at the bottom of the reactor pit

Spread the corium on a large surface outside of the reactor pit

Flood and cool the spreading area by IRWST water

Reactor pit

IRWST

Spreading areaSacrificial concrete

All stages are fully passive and have been tested and qualified (retention, spreading, flooding, cooling)

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 31

Temporary Core Melt Retention in Reactor Pit

Spreading Compartment

Basemat Cooling Melt PlugMelt Discharge Channel Protective Layer

-7.80m

IRWST

Sacrificial Material

Protective Layer

Sacrificial Material

Distinct separation of functions

between reactor pit

(accumulation) and

spreading compartment (cooling)

The core catcher is protected from loads

during RPV failure (melt jets, impact of

lower head)

The core melt / debris released after RPV-failure is accumulated in the Reactor Pit, with the target to :

- facilitate spreading in one event

- lower corium temperature and viscosity (Sacrificial concrete)

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 32

Passive Melt cooling

-2 ,3 0m

Sp re a d in g Co mp a rtme n t

Ba se ma t Co o lin g

+3 ,3 5 m

+1 ,5 0m

+5 .1 5 m

+4 .5 0m

-7 .8 0m

-6 .1 5 m

-0.7 0m

-1 .7 0m

-3 .9 6 m

IRWST

-2 .6 0m

+1 .5 0m

+5 ,6 4 m

Formation of a saturated water pool in the spreading compartment with steam release into containment

Gravity-driven overflow of water from the IRWST

At equilibrium water level, cooling is established also for debris potentially remaining within transfer channel and lower pit

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 33

-2 ,3 0m

Sp re a d in g Co mp a rtme n t

Ba se ma t Co o lin g

+3 ,3 5 m

+1 ,5 0m

+5 .1 5 m

+4 .5 0m

-7 .8 0m

-6 .1 5 m

-0.7 0m

-1 .7 0m

-3 .9 6 m

IRWST

-2 .6 0m

+1 .5 0m

+5 ,6 4 m

1000

100 50

500

200

100

Core Catcher

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 34

Core Melt Stabilization Concept Long Term phase

Actuation of the CHRS after a grace period of 12 hours allows

limiting the containment pressure

Possible switch between passive and active core catcher

cooling (not required) :

Formation of a sub-cooled water pool above the melt avoids the need for

further containment spraying after some days (atmospheric pressure

reached)

Effective cooling process due to large surface-to-volume ratio

of the melt, without interaction between melt and structural

concrete

Stable state of the melt, reached within hours

Total solidification of corium, within days

FILTERED VENTING NOT REQUIRED

CHRS : Containment Heat Removal System

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 35

Melt Cooling and Containment Heat Removal Long Term phase (beyond 12 hours grace period)

spray nozzles

xx

x

x

FL flow limiter

CHRS

water level in case of waterinjection into spreading compartment

(2x)

passive

spreading compartment

melt flooding via cooling deviceand lateral gap

in-containment refuelingwater storage tank

flooding device

Containment spray system

Recirculation and coolant heat exchanger

Water injection into the core

catcher

Two fully redundant trains with specific diversified heat sink

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 36

Conclusions Before GEN III+

Postulated Initiating Events : Deterministic approach

Design the main line of defense

Conservative approach, Single failure criterion

Not sufficient to address probabilistic targets (COD < 10-5/y, LERF < 10-6/y)

GEN III+ plants : design envelope is extended

DEC A (multiple failures without core melt)

CCF on the main line of defense for frequent PIE

CCF of safety/support systems in normal operation

DEC B (severe accidents with core melt)

Considered in the design in a deterministic manner

Mitigating features independent from main line of defense as far as reasonably practicable

Practical elimination of sequences leading to large or early radiological releases

Beyond Design Basis

Technology Assessment for New Nuclear Power Programmes – Vienna - 2015, September 2 37

Conclusions

When performing technology assessment, special attention should

be given to consideration of Design Extension Conditions and to

Practical Elimination with a high level of confidence, of sequences

leading to large or early radiological releases

In particular, several recent IAEA publications emphasize the importance of proven technology and suggest that significant effort is still needed to demonstrate the reliability of thermalhydraulic passive safety systems claimed in the safety demonstration for Design Extension Conditions

The EPR Technology is based on proven technology and safety

systems and engineered safety features for DEC have been qualified

In particular, the choice of ex-vessel corium cooling in case of severe

accident contributes to the practical elimination of uncontrolled

interaction between molten corium and water in the reactor pit that

could generate steam explosion resulting in early containment failure

Thank you for your attention


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