Document : n.a.Proprietary Class 3Page 1 The design of the PBMR Core Structures Mark Mitchell Pebble...
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Transcript of Document : n.a.Proprietary Class 3Page 1 The design of the PBMR Core Structures Mark Mitchell Pebble...
Document : n.a. Proprietary Class 3 Page 1
The design of the PBMR Core Structures
Mark MitchellPebble Bed Modular Reactor (Pty) ltd.
Fifth International Nuclear Graphite Specialists Meeting
Plas Tan-Y-Bwlch, Maentwrog, Gwynedd, United Kingdom
12th – 15th September, 2004
Document : n.a. Proprietary Class 3 Page 2
Content
• Overview of the PBMR Plant design• Overview of the PBMR Reactor Unit• Description of the design of the PBMR Core
Structures– Core Barrel Assembly (CBA)
– Core Structures Ceramics (CSC)
• Current status of the project
Document : n.a. Proprietary Class 3 Page 3
PBMR Plant Design Overview
• The PBMR Main Power System (MPS), end 2003.
Reactor UnitHPT LPT
PTG
Recuperator
Pre-coolerInter-cooler
CBCS
CCS
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Reactor
Core Barrel Conditioning
System
Maintenance Isolation/Shutdown Valve
Generator
Power Turbine
Recuperator
High Pressure Compressor
Low Pressure Compressor
Gearbox
Inter-CoolerCore
Conditioning System
Pre-Cooler
Main Power System - 2004
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Main Power System T-S Diagram (HTR and VHTR)
Specific Entropy
Tem
per
atu
re
Additional energy gained
ROT
RIT
System Pressure Ratio = 3.2
ROT = 900°C cycleROT = 1200°C cycle
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RU Layout
Reactivity ControlSystem (RCS)
ReserveShutdown
System (RSS)
CoreUnloading
Device (CUD)
CoreStructures
(CS)
ReactorPressure Vessel
(RPV)
System Function
Core Structures (CS) To form and maintain the core geometry.
Reactor Pressure Vessel (RPV)
To contain the helium under pressure.
Reactivity Control System (RCS)
To control reactivity and shutdown the reactor
Reserve Shutdown System (RSS)
To shutdown the reactor
Core Unloading Device (CUD)
Remove the fuel elements from the core
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RU Vertical Section
System Function
Fuel Line To feed fuel spheres to the core
Fuel Core The generate heat by nuclear fission
Bottom, Centre, Side & Top Reflector
To reflect neutrons back to the core
Control Rod (RCS) To control the reactivity
SAS Channel (RSS0 To shutdown the reactor
SAS Extraction Point To extract the SAS from the SAS Channel
Fuel Core
Control Rod
Fuel Line
SideReflector
CentreReflector
TopReflector
BottomReflector
SAS ExtractionPoint
SASChannel
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Core Structures – Product Breakdown Structure• Core Structures (CS)
– Core Barrel Assembly (CBA)• Core Barrel• Top Plate• Upper and Lower Support Rings• Upper and Lower Lateral Guides
– Core Structures Ceramics (CSC)• Top Reflector• Side Reflector• Central Reflector• Bottom Reflector• Lateral Restraints
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General arrangement of the CS.
• Identification of the major components of the CS.
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Functions of Core Structures
• Provide and maintain core geometry• Provide and maintain flow path for fuel spheres• Provide and maintain openings for the Reactivity Control
and Shutdown Systems• Provide inlet and outlet flow paths for helium gas• Provide neutron reflection• Provide thermal neutron and gamma shielding• Provide and maintain specified heat transfer path
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Core Barrel Assembly
• Core barrel assembly supports the CSC
• Provides thermal shielding to the RPV
• A Schematic representation of the CBS is provided in the sketch.
Core Barrel Side
Circumferential Restraints
Top Plate
Upper Support Ring
Core Barrel Lateral Guide
Vertical Support
Lower Support Ring
Lower Lateral Guide
Supported by RPV
Supported by RPV
Supported by RPV Metallic Portion of
the Defuel Chute
Vertical Support Bearing Vertical
Support Assembly
CBSS
CBSS Skirt
Document : n.a. Proprietary Class 3 Page 15
Core Barrel Support Philosophy
• Core barrel >22 m long and >18 m circumference
• Heats up to ~ 400°C and cools down during shutdown
• Uneven temperature distribution will cause barrel to bow
• Support design must allow for small amount of bowing
• Solution is the single vertical support system, coupled with lateral and seismic restraints.
Lateral Support Assembly
Core Barrel bowing allowed
Lateral Support Assembly
Single point Support at bottom
Document : n.a. Proprietary Class 3 Page 16
Layout of Core Barrel Assembly
CBSS
Circumferential Restraints
Later Upper Restraint Beam
Bearing Bracket
Core Barrel Side
Main coolant outlet interface
Main coolant inlet (X2) interfaces
CCS inlet
CCS outlet
Top Flange
Document : n.a. Proprietary Class 3 Page 17
Core Structures Ceramics (CSC)
• Top Reflector• Side Reflector• Central Reflector• Bottom Reflector• Lateral Restraints
• Materials selection and environmental conditions• Description of components
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General arrangement of the CS.
• Identification of the major components of the CS.
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Fundamental Safety Functions - CSC
Safety Functions:• Control reactivity (Core geometry / Control and Shutdown
element access)• Remove core heat (Limiting case -> Passive heat removal
through core components)• Contain radioactive materials (No functions associated with
this.)
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Design Lifetime Requirements
• Plant Design life: – 40 Calendar years
– 36 Full Power Years
• CSC Design life (Replaceable components)– Target lifetime - 24 Full Power Years
– Minimum lifetime – 18 Full Power Years.
Document : n.a. Proprietary Class 3 Page 21
Core Structures Materials
• Candidate materials:– Graphite
• NBG-10• NBG-12• NBG-32• NBG-18
– CMC’s (specifically C-C)
• SIGRABOND 1501 YR• SIGRABOND 2001 YR
– Insulation• Carbon• Fused quartz• Alumina
Document : n.a. Proprietary Class 3 Page 22
Graphite Materials Breakdown
• Grade NBG-10: Medium grain, isotropic pitch coke, extruded Locations used: - Contact areas between reflector & fuel sphere
- High flux regions, typically > 1012 n/cm2 EDNF - Long-life components
- Highly stressed & critical components
• Grade NBG-12: Medium grain, isotropic pitch coke, extruded(includes recycled graphite in mix)
Locations used: Mainly NBG-10 replacement(larger blocks possible)
• Grade NBG-32: Medium grain, isotropic pitch coke (coke differs from NBG-10/12), vibration mouldedLocations used: Base & top of centre reflector, larger
components possible
Document : n.a. Proprietary Class 3 Page 23
Material Exposure Conditions (HTR)
Component Material Temperature (ºC) Fluence (x1020
n/cm2 EDN)Normal Accident
Outer Central Reflector
NBG-10 500-1050 1600 280
Side Reflector NBG-12 500-900 1200 220
Tie Rods 1501YR 500 1000 <1020
Restraint Straps 2001YR 500 700 <1020
Bottom Insulation
Ceramic/ Carbon
550 550 <1020
Document : n.a. Proprietary Class 3 Page 24
Scope of Graphite Irradiation Tests
• Selected irradiation dose and temperature range cover property changes well in excess of expected limits for the extreme surfaces of the inner side and outer central reflector up to 24 FPY.
• This irradiation regime also covers the expected EOL property changes for the graphite materials.
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General arrangement of the CS.
• Identification of the major components of the CS.
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Bottom Reflector Outlet Flow Design Sections
De-fuel cone area
Plenum area
Support block area
Spacers
Flow transition
Flow transition
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Section Through Side Reflector
Outer side reflector sealingkeys
Inner reflector
Outer reflector
Inner reflector dowel
Riser channel
Inner reflector keys
Control rod channel
Control rod sleeve
Inner to outerreflector lock
Document : n.a. Proprietary Class 3 Page 31
Typical Inner Side Reflector Block
Keyway
Dowel
Control rodchannel
Sleeve locator
Inner face(to core)
Flow distubance groove
Control rod channel
Dowel
Keyway
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Typical Outer Side Reflector Block
Dowels
Keyway
Seismic restraintlocation
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Central Reflector
• The solid central reflector allows for insertion of shutdown elements• Decreases the amount of bypass flow• Outer diameter is 2 m
– Outer 400 mm thickness is affected by irradiation induced damage– Inner 1.2 m diameter is used as the primary load bearing structure
• The central reflector is supported on the core barrel bottom plate
• It is built up in two parts:
- Structural spine interlocking cross
- Vertically separated by spacer blocks to maintain single column principle
• Spine locked together by set of corner blocks• Corner blocks also hold final side blocks in place
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Central Reflector Build Up (Cross Block)
NGB 12 Block
Centre coolingchannel
Dowel
Undercut
Keyway
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Central Reflector Build Up (Cross and Spacer Blocks)
NGB 12 CrossBlock
Dowel
Undercut
Keyway
Middle supportblock
Middle supportblock
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Central Reflector Build Up (Cross and Spacer Blocks)
Cross BlockDowel
Undercutinterlocked
Keyway
Middle supportblock
Middle supportblock
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Central Reflector Build Up(Cross Spacer and Corner Blocks)
Cross blocks
Dowel
Corner block
Corner block key andkeyway
Middle supportblock
Corner block
Side blockkeyway
Inspectionchannel
Surface coolantflow slot
RSS channel
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Central Reflector Build Up (Cross and Spacer Blocks)
Cross blocks
Dowel
Corner block
Corner block
Side block keykeyway
Inspectionchannel
Surface coolantflow slot
RSS channel
Side block
Side block
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Principles behind the TR layout
• The principle layout of the Top reflector.
Core barrel topplate
Core barrelsides
Sidereflector
Topreflectorfixed tie
rods
RemoveableTop plate
plug
Ceramicrestraint
strap
Tie rodinserts
Topreflector
fixed
Verticalexpansion andpressure gap
Centrereflector
Tie rodlocators
Document : n.a. Proprietary Class 3 Page 40
Core Lateral and Seismic Restraints
• The individual columns of outer side reflector supported by closed rings
• Two materials SS-316 L and CFRC are used in the construction to compensate for differential thermal expansion between CB and CSC
• Allow for small vertical movements between columns by means of sliding and not allowing relative movements of individual columns due to temperature differences.
• Reduce formation of gaps and reduces leakage flow• Reduces the breathing loads during thermal cycling• Protrusions from the metallic portions provide for connection
between the CSC and core barrel during a seismic event.
Document : n.a. Proprietary Class 3 Page 41
Lateral and Seismic Restraint Design
OSR Block Dowel
Inlet flow riser
channel
OSR Block
Metallic strap
link
Seismic
support
snubber
CFRC
Racetrack
strap
Strap link pin
Recess in the
OSR block to
capture the
strap
Document : n.a. Proprietary Class 3 Page 42
THE RSA PROJECT RELEASE STATUS
• The South Africa government has designated PBMR a National Strategic Project;
• Project being restructured;
• Approach to Key Licensing Issues agreed by December 2004;
• Safety Analysis Report, Rev. 2 being prepared in format of Reg. Guide 1.70 with a target date of January 2006 for handover to the Regulator;
• Appeals to Environmental Impact Assessment positive Record of Decision being dispositioned (December 2004)