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TRENDS IN DISPOSAL AND DISPOSAL DESIGN CONCEPTS FOR LLW By: Alan Carolissen Senior Manager: Nuclear Liabilities Management

Trends in disposal and disposal DESIGN concepts FOR LLW

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Page 1: Trends in disposal  and disposal DESIGN concepts  FOR LLW

TRENDS IN DISPOSAL AND DISPOSAL DESIGN CONCEPTS

FOR LLW

By:

Alan CarolissenSenior Manager: Nuclear Liabilities Management

Page 2: Trends in disposal  and disposal DESIGN concepts  FOR LLW

SAFETY PRINCIPLES AND REQUIREMENTS

HLW ILW LLW VLLW VSLW

WASTE TYPES AND DISPOSAL OPTIONS

REGULATORY ASPECTSTECHNOLOGY OPTIONS

ECONOMICSSOCIETAL ISSUES

MANAGEMENT OPTIONS – TREATMENT & DISPOSAL

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TRENDS IN DISPOSAL

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PROLONGED STORAGE

• Storage = “Holding of SNF or RW in a facility that provides for its containment, with the intention of retrieval” (article 2 of the IAEA Joint Convention)

• Prolonged => Longer than ‘usual’ design life, but not unlimited ~ 100 years

But:• A next step required• Transferring

responsibilityto futuregeneration

HABOG, The Netherlands

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PROLONGED STORAGE - REASONS• Waiting for public acceptance• Waiting for know-how• Wait & see

option• No repository available

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MULTINATIONAL SOLUTIONS+ Economically effective+ Increased security+ Scenarios known? Legal matters? Financial aspects ? Long-term liabilities? Ownership of RW? Public acceptance

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UPGRADING FACILITIESInitiating events:• Regulatory changes

or non-compliance• Releases/exposures

exceeding limits• Stakeholder concerns

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DISPOSAL CONCEPTS

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Various Disposal Concepts

• Simple near-surface facilities (18%)• Engineered near-surface disposal facilities (62%)• Mined cavities (7%)• Geological repositories (4%)• Other (9%)

Page 10: Trends in disposal  and disposal DESIGN concepts  FOR LLW

Simple near-surface facilities• Examples: Vaalputs – South Africa

Barnwell – USA

• Both benefit from the low permeable clay layers and/or low precipitation rate at site.

• The disposal system consists of trenches with a slightly sloped floor covered with a layer of sand to facilitate collection of infiltration water in a trench drain which is monitored.

Page 11: Trends in disposal  and disposal DESIGN concepts  FOR LLW

Main features of trench• Shallow trench about ± 5m deep

• Construction cost low

• Multiple engineered barriers to act as lining to retard migration of problematic waste (Multi-layer cover system)

• Engineered containers

• Backfill to act as chemical barrier

• Be able to accommodate small waste consignments

Page 12: Trends in disposal  and disposal DESIGN concepts  FOR LLW

Existing Disposal Concepts at Vaalputs

Page 13: Trends in disposal  and disposal DESIGN concepts  FOR LLW

Low Level Waste

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Intermediate Level Waste

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Engineered near-surface disposal facilities (Vaults)

• Examples: Drigg – UK (Simple trench concept was phased out)

la Manche – FranceEl Cabriel – SpainRokkasho – JapanMochovce - Slovakia

• The disposal system consists of vaults, set on or below ground level, consist of a concrete base and walls with an underlying drainage layer. Any drainage from within or below the vault can be monitored.

Page 17: Trends in disposal  and disposal DESIGN concepts  FOR LLW

Main features of the vault

• Concrete vault constructed on or below the surface• Multiple engineered barriers to act as lining to retard

migration of problematic waste • Engineered containers• Retrievability if required• Construction cots high comparing to trenches

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Below-ground vault

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Above-ground vault

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Slovak facility at Mochovce

Vault type repository

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Japanese facility at Rokkasho

Vault type repository

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ground surface

cover soil

bentonite/sand mixture

concrete pit

waste

porous concrete layer

drain pipecement base backfill

inspectiontunnel

bedrock

bedrock

Page 27: Trends in disposal  and disposal DESIGN concepts  FOR LLW

Spanish facility at El Cabril

Vault type repository

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El CabrilSpain

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British Facility at Drigg

Trench and Vault type repository

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Mined cavities• Examples: Czech Republic

SwedenFinlandNorway

• The disposal system consists of chambers constructed 60 to 100 meters underground

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SFR

Sweden Facility at Forsmark

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SFR facility for LILW: caverns and silos at c.50 m depth in granite: Forsmark Sweden (SKB)

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L ≈ 160 mW ≈ 19.5 mH ≈ 16.5 m

Vtot ≈ 47,650 m3

Vstorage ≈ 13,090 m3

Capacity ≈ 7,500 Concrete- or steel moulds

1BMA - Rock vault for ILW

2011-10-

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IAEA Disponet work shop

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BMA – Intermediate level waste

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Page 39: Trends in disposal  and disposal DESIGN concepts  FOR LLW

Rock cavityØ ≈ 31 mH ≈ 70 m

Concrete cylinderØ ≈ 27.5 mH ≈ 53 m

Vstorage ≈ 17,740 m3

Capacity ≈ 10,000 concrete moulds

Silo for ILW

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SiloThe shafts in the core of the silo contains bitumen

Page 41: Trends in disposal  and disposal DESIGN concepts  FOR LLW

Top of the Silo

2011-10-

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IAEA Disponet work shop

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Page 43: Trends in disposal  and disposal DESIGN concepts  FOR LLW

Geological repositories• Examples: Morsleben & Konrad – Germany

Nirex – UK

• The disposal system consists of tunnels constructed 400 to 800 meters underground(old mines no longer in use)

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Konrad, Germany

Images: BfS, Germany

Shaft 2 today

Shaft 2 in 2014

LILW disposal vaults at c.850 m depth

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Other• Examples: Borehole disposal – Russia, USA

• The disposal system consists of boreholes bored to a depth of between 5 to 50 meters

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Main features of borehole• Big diameter borehole between 4 and 30 meters

deep• Small volumes of waste• Concrete casing• Grouting designed to retard migration of

problematic radionuclide at each level after emplacement

• Engineered container• Multi-layer cover system

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Borehole

3m

2m

15m

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Borehole

2m

2m

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Lessons learned from Existing disposal facilities

• Put waste in a structurally stable form, arrange waste carefully in the disposal facility, and fill spaces between containers to avoid settling

Bathtub effect

Page 50: Trends in disposal  and disposal DESIGN concepts  FOR LLW

Lessons learned from Existing disposal facilities (Cont.)

• Design and operating procedures are important to facility performance

• Do a complete geologic, soil, and water analysis to determine the site characteristics before constructing a facility

• Do not put liquid waste into the disposal facility (corrosive & increase migration)

• Detection and Monitoring systems imperative• A strong quality assurance program, employee training, and

regulatory oversight• Audits and regular inspections help to ensure that the waste reaching

the disposal site has acceptable content and form.

Page 51: Trends in disposal  and disposal DESIGN concepts  FOR LLW

Design Trends

• Use of multiple engineered barriers

• Move towards Vault type repository

• Need for repositories that can take small quantities of waste

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Thank you for your attention