wolf bruining underground coal gasification

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    07 February 2007 1

    Underground

    CoalGasification

    Hans Bruining & Karl-Heinz Wolf

    Delft University of Technology, Department of Geotechnology,

    Mijnbouwstraat 120, 2628 RX, Delft - The Netherlands.

    T: +31 (0) 1527 86029, F: +31 (0) 1527 81189

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    EC-presentation Brussels, 29-11-2006

    IntroductionIntroduction

    Hannah,Hannah, WyWy, USA, USA

    ElEl TremedalTremedal ,,

    SpainSpain

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    EC-presentation Brussels, 29-11-2006

    IntroductionIntroduction

    Difference betw een burning

    thick seams and thin seams

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    EC-presentation Brussels, 29-11-2006

    IntroductionIntroduction

    CRIP r eactor

    Lateral extensionreactor

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    EC-presentation Brussels, 29-11-2006

    Convection model, cavity development and roof rockConvection model , cavity development and roof rockbehaviourbehaviour

    BoswinkelBoswinkel ConceptConcept

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    EC-presentation Brussels, 29-11-2006

    Convection model, cavity development and roof rockConvection model , cavity development and roof rockbehaviourbehaviour

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    EC-presentation Brussels, 29-11-2006

    Convection model, cavity development and roof rockConvection model , cavity development and roof rockbehaviourbehaviour

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    Convection model, cavity development and roof rockConvection model , cavity development and roof rockbehaviourbehaviour

    EC-presentation Brussels, 29-11-2006

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    EC-presentation Brussels, 29-11-2006

    Convection model, cavity development and roof rockConvection model , cavity development and roof rockbehaviourbehaviour

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    Zone 2,3: Thermal Compaction and Permeability

    Autoclave: Grain aggregate compaction during heating experiments

    Maximum heating: up to 1200 C.

    Maximum confining stress: 11 MPa

    Measured are Pressures andExpansion

    Calculated are bulk/constrained

    modulus, creep rates, porosityand permeability

    Rubble grain size representsthe lower end, which isavailable in a coal fire. i.e.2-5 mm

    Convection model, cavity development and roof rockConvection model , cavity development and roof rockbehaviourbehaviour

    EC-presentation Brussels, 29-11-2006

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    Overburden zone (1,2): Thermal Expansion, Shrinkage

    and Permeability.

    Shrinkage converted to porosity and permeability by using a power law relation forporosity and permeability

    Shr

    inkage

    andp

    oros

    ity

    (-)

    Porosity change

    Convection model, cavity development and roof rockConvection model , cavity development and roof rockbehaviourbehaviour

    EC-presentation Brussels, 29-11-2006

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    Domain TemperatureReconstruction UsingXRD

    Seventy four temperaturespecific minerals arerecognized in various

    types of overburdenrocks, which incombinations specify the

    maximum domaintemperature undervarious redox conditions

    Convection model, cavity development and roof rockConvection model , cavity development and roof rockbehaviourbehaviour

    EC-presentation Brussels, 29-11-2006

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    Results

    It is possible to understand underground coal fires and also possible to find ways to utilize them

    InjectionInjection

    ProductionProduction

    Convection model, cavity development and roof rockConvection model , cavity development and roof rockbehaviourbehaviour

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    The accumulated volumetric strain of a coal fire at 40 mdepth. The - symbols refer to the domains

    FLAC:Maximum subsidence at

    the slope: 0.85 m .

    Creep with temperaturedependent creep rates.Maximum subsidence of0.63 m, 3 m from theburning coal.

    Most of the subsidence isattributed to compaction ofthe rubble zone

    Volume reduction causes apermeability reductionfrom the initial 10-8 m2

    down to 10-10

    m2

    Slope

    FLAC compaction result for 40 m deep coal fire, 6 m rubble zone

    Convection model, cavity development and roof rockConvection model , cavity development and roof rockbehaviourbehaviour

    EC-presentation Brussels, 29-11-2006

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    Utilization of Underground Coal Fires (1996)

    Idealized situation, as presented in 1996 in Tayuen China,the first moment where this study came into view

    : Exploration

    : Utilization

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    Department of Geotechnology

    POB 5028, 2600 GA Delft - The Netherlands.

    Tel. #31(0)1527.86029.

    Contact : k.h.a.a.wolf@tudel ft.nl

    Department of Geotechnology, Dietz Laboratory

    QUESTIONS

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    EC-presentation Brussels, 29-11-2006

    Convection model, cavity development and roof rockConvection model , cavity development and roof rockbehaviourbehaviour

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    EC-presentation Brussels, 29-11-2006

    Convection model, cavity development and roof rockConvection model , cavity development and roof rockbehaviourbehaviour

    9090ss

    ElEl TremedalTremedal, Spain, Spain 700 m700 m

    New ZealandNew Zealand -- shallow UCGshallow UCG

    KrabiKrabi mine, Thailandmine, Thailand ca. 350 mca. 350 m

    Beijing, ChinaBeijing, China Shallow UCGShallow UCG

    Under planning/developmentUnder planning/development

    U.K.U.K.

    ChinaChina