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European Commission Directorate-General for Energy & Transport Ministry of Industry an Energy of the State of Qatar Gulf Co-operation Council Secretariat General EU-GCC Seminar: “Natural Gas Technologies – Realities & Prospects” Doha, Qatar, 7-8 February 2005 STREAM A: “Advanced Technologies for Natural Gas Processing, Transport, Storage and Distribution” SESSION A.6: Storage Technologies – GTL - LNG Benedict WEISS, Programme Manager, Gaz de France

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European CommissionDirectorate-General for

Energy & TransportMinistry of Industry an Energy

of the State of QatarGulf Co-operation Council

Secretariat General

EU-GCC Seminar:

“Natural Gas Technologies – Realities & Prospects”

Doha, Qatar, 7-8 February 2005

STREAM A:

“Advanced Technologies for Natural Gas Processing,

Transport, Storage and Distribution”

SESSION A.6:Storage Technologies – GTL - LNG

Benedict WEISS,Programme Manager,

Gaz de France

Gas StorageWhy ?

GDF - DIRECTION DE LA RECHERCHE

[email protected]

UE / GCC – Seminar on « Natural Gas Technologies – Realities & Prospects »

Doha Qatar, 7-8 February 2005

How? Evolutions ?

23 February 2005

Gas Storage

Agenda

For Gas and for LNG}Future

Montoir de Bretagne - France

Aims of storage

Design conditions

Solutions

23 February 2005

Aims (gas)

• In ensuring the supply safety

The impossibility of gas storage can be a brake to this development.

Represent a fundamental aspect of the development of the gas industry in a receiving country :

• In smoothing the flow of supply / consumption

23 February 2005

Reservoir :

• Tightness of the cap rock

• Influence between gas and the hydrogeology

• Capacity

• Porosity

Design conditions (gas)

Acceptance of the on grounds facilities :

• Compression

• Gas treatment

23 February 2005

There are three main techniques :

• Depleted gas reservoirs

Solution (gas)

• Salt caverns

• Aquifers

23 February 2005

Solution (gas) : Salt caverns

1. Salt deposit

2. Caverns

3. On ground facilities

0 m

500 m

1000 m

1500 m1

2

3

1

90 m

130 m

23 February 2005

Solution (gas) : Salt caverns

Water injection

Brine draining

The water dissolves

salt

Salt cavern leaching

23 February 2005

Solution (gas) : Salt caverns

CAVERN

INSOLUBLES RESIDUES

CONCRETE CASING

SALT MASSIF

ROOF

CLAY PATCH

Radius (meters)

Height (meters)

23 February 2005

Solution (gas) : Aquifer

1 Reservoir

2 Caprock

3 Control (upper) aquifer

4 Central station

5 Operating wells

6 Control well in upper aquifer

7 Control wells in reservoir

8 Gas-bearing zone

23 February 2005

Examples in France(operated by Gaz de France)

FOSFOS

MONTOIRMONTOIR

TAISNIERESTAISNIERES

OBERGAILBACHOBERGAILBACH

OLTINGUEOLTINGUE

LARRAULARRAU

ETREZETREZ

TERSANNETERSANNE

DUNKERQUEDUNKERQUE

MANOSQUEMANOSQUE

CHEMERYCHEMERYCERECERE

SOINGSSOINGS

ST ILLIERSST ILLIERS

ST CLAIRST CLAIR GOURNAYGOURNAY

GERMIGNYGERMIGNY CERVILLECERVILLE

BEYNESBEYNES

MANOSQUE IIMANOSQUE II

HAUTERIVESHAUTERIVES

ALSACEALSACE

Aquifers

Salt caverns

Existing

Projects

Aquifer9 sites

Cavern3 sites

Top depthm

600 à 1200 900 à 1400

Total capacity106 m3

18 605 2 200

Working volume106 m3

7 800 1 200

Peak flow rate106 m3/d

115 75

23 February 2005

Gas Storage - Europe

Depleted gas reservoirs

42,2 %

Aquifers 27,7 %

Old Mines

1,2 %

Salt Caverns

28,9 %

Total Europe : more than 80 storages

Source : CEDIGAZ

23 February 2005

Aims (LNG)

Seasonal storage

Buffer storage

Bilbao - Spain

23 February 2005

Design conditions (LNG)

Fos II - France

Storing LNG

Performance of the chain

« Social » acceptance of the tanks

23 February 2005

Design conditions (LNG)

Behaviour of the LNG (tools like : predicting roll over LNG-Master , …)

Operating conditions

Exceptional loads (earthquake, mechanical impacts…)

23 February 2005

Solution (LNG)

Past :

Metallic single containment tank

Nantes - France

23 February 2005

Solution (LNG)

New design (step 1)

Double containment

Avon mouth peak shaving plant - GB Dudzele peak shaving plant - Belgium

23 February 2005

Solution (LNG)

Montoir de Bretagne - France

New design (step 2) :

Full containment

With dike

Yves Blond

23 February 2005

Membrane tank

23 February 2005

Membrane tank

23 February 2005

Marmara - Turkey

23 February 2005

Revithoussa - Greece

23 February 2005

Revithoussa - Greece

23 February 2005

Solutions (LNG)

State of the Art :

European standardization effort

=

No retention area for full containment tanks neither membrane tanks

23 February 2005

Solution (LNG) – EN 1473 – pr-EN-14620

secondary concretecontainer

Suspended deck( insulated )

Reinforced

PrestressedPrimary container

Loose fillinsulation

Base insulation

concreteroof

Insulation oninside of

secondarycontainer

concreteElevated

raft

( insulated )

Base insulation

Reinforcedconcrete roof

Primary containermembrane

Prestressedconcretesecondarycontainer

Suspended deck

secondarycontainer

Insulation oninside of

concreteraft

Elevated

23 February 2005

Solution (LNG) – EN 1473 (pr-EN-14620)

Primary container

Externalinsulation

Outer shell( water barrier )

Secondary containerBotton heating

Base insulation Bund wall

(impounding area)

Outer shell( not able tocontain liquid )

Secondary container(impounding area)Base insulation

Bund wall

Primary container

Suspended deck( insulated )

Loose fill insulation

Elevatedconcreteraft

23 February 2005

Solution (LNG) – EN 1473 (pr – EN – 14620)

secondary

Base

Loose fill

Elevatedconcreteraft

Primary container

Suspended deck( insulated )

concreteOuter shell( not able tocontainliquid )

insulation

container

Roof ifrequired

insulation Prestressed

Bund wall

Primary container

Suspended deck( insulated )

Outer shell( not able tocontain

Loose fill

secondary

Base insulation

concrete

liquid )

Roof ifrequired

insulation

Reinforced

container

Earthembankment

Bottomheatting

23 February 2005

Future (gas)

New design due to the geology :

Line Rock Cavern (LRC)

23 February 2005

Future (gas - LRC)

Rock cover 100-200 mMaximum pressure 15-30 MpaDiameter 25-45 m

23 February 2005

Future (gas - LRC)• Rock mass :

pressureabsorption

• Concrete layer :

Pressure transfer

Deformationdistribution

Smooth basis for liner

• Steel liner :

gas tightness

RockConcrete

Drainage

LRC gas storage

RockSteel lining

23 February 2005

Future (gas - LRC)

Europe

23 February 2005

Future (gas - LRC)

Demonstration cavern

Geometrical Volume 40 000 m3

Diameter 35 m (115 ft)Height 50 m (160 ft)Gas Pressure 200 bar (2900 psi)Total Gas Volume 10x106 m3 (360 MMcf)Working Gas Volume 8.5x106 m3 (300 MMcf)Base Gase Volume 1.5x106 m3 (60 MMcf)

23 February 2005

Future (LNG)

Acceptance of the tanks :

Underground cavern

Offshore

23 February 2005

Future (LNG in LRC)

23 February 2005

Future (LNG in LRC)

23 February 2005

Future (LNG in LRC)

23 February 2005

Future (LNG)Offshore

23 February 2005

Future (LNG)Offshore

23 February 2005

Gas Storage

Conclusion / Research challenges

Industry / Market

Price, unit capacity, environment

Acceptance

Underground storage : gas industry is in environnement’s service (CO2)

23 February 2005

Thank you for your attentionRas Laffan - Qatar