Geoelectrics for Mapping a Buried Waste and Contaminated Ground

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    Resistivity and Induced Polarisation forMapping of Buried Waste and

    Contaminated Ground

    Examples from Sweden and South Africa

    Torleif Dahlin, Engineering Geology, Lund UniversityHkan Rosqvist, NSR AB

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    Acknowledgements

    Work presented was carried out by:

    Waterval; Anna Bengtsson (M.Sc. student), Maria Larsson

    (M.Sc. student), Andy Fourie (supervisor), Lynette Dollar(supervisor)

    Ekeboda; Sonja J ones (M.Sc. student), Bjrn J ohansson

    (M.Sc. student), Peter Flyhammar (supervisor) Filborna; Filip Linders

    Funding was provided by Sida-SAREC, Lund University,University of the Witswatersrand, Hrby Kommun,NSR AB ...

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    Outline

    Method

    The IP phenomenon

    Example Waterval, South Africa

    Example Filborna, Sweden Example Ekeboda, Sweden

    Summary - Conclusions

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    Princ

    ipleof

    resistivity

    surve

    ying

    (efter Robinson ochCoruh 1988)

    A M N B

    (Robinson andCoruh1988)

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    Automated Multi-electrode Data Acquisition

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    Pseudosection

    Iterative inversemodelling

    FD or FEM model

    Presentation of finalresistivity model(s)

    Geologic interpretation

    Interpretation using

    referencedata

    Shale

    Dolerite

    Clayey tillCable trench

    Coarse sediments

    Shale

    Processing and interpretation

    of 2D resistivity data

    L1-norm or L2-norm optimisation

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    Induced polarisation phenomenonPolarization:

    [1] redistribution of ions within

    electrical double layer ofinterconnected pore surfacefollowing application of electriccurrent[2] relaxation of ions uponcurrent termination

    Measured by:[1] decay of induced voltage intime-domain IP equipment

    [2] phase shift () betweenvoltage & current waveforms in

    frequency domain equipment

    Schematic for polarisation of electricaldouble layer of interconnected pore surface

    around a single mineral grain

    Basis for recent theoretical models,

    e.g. Lesmes and Morgan (2001); Leroy

    et al. (2008)

    Chargeability (IP effect)~surface area

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    Alternative / Traditional Interpretation

    Frameworks / Pore Scale Models?

    Ionic accumulation /mobility reduction at porethroats?Basis of recent theoretical

    models (Titov et al., 2002;Zadorozhnaya, 2008)

    Ion selective membranesenhanced by clay

    particles? (Madden andMarshall, 1959)

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    Resistivity and Induced Polarisation (IP)

    Measurement cycle

    Resistivity is always measured when doing IP surveying.

    Backgroundlevel correction important!

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    Waterval waste deposit, J ohannesburg

    Geology

    Localisation in / over oldquarry

    Weathered crystallinerocks with fault zones

    Geoelectricalimaging

    Augering, samplingand analysis

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    Waterval waste deposit, J ohannesburg example

    Resistivity

    IP

    Normalised IP

    CulvertWaste

    Fresh

    rock

    Sandy soil/dry coverLeachateSoil

    Fault

    WasteCulvert

    Soil cover

    WasteCulvert

    Soil cover

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    Resistivity survey at Waterval waste deposit, J ohannesburg

    0 50 100

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    IP survey at Waterval waste deposit, J ohannesburg

    0 50 100

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    4 6 10 16 25 40 63 100160250 400

    Resistivity(ohm-m)

    Waterval waste deposit, Johannesburg, South Africa

    Depth 0.0-0.5 m

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    4 6 10 16 25 40 63 100160250 400

    Resistivity(ohm-m)

    Waterval waste deposit, Johannesburg, South Africa

    Depth 0.5-1.0 m

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    Depth 1.0-1.4 m

    4 6 10 16 25 40 63 100160250 400

    Resistivity(ohm-m)

    Waterval waste deposit, Johannesburg, South Africa

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    Depth 1.4-1.9 m

    4 6 10 16 25 40 63 100160250 400

    Resistivity(ohm-m)

    Waterval waste deposit, Johannesburg, South Africa

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    Depth 1.9-2.4 m

    4 6 10 16 25 40 63 100160250 400

    Resistivity(ohm-m)

    Waterval waste deposit, Johannesburg, South Africa

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    Depth 2.4-3.0 m

    4 6 10 16 25 40 63 100160250 400

    Resistivity(ohm-m)

    Waterval waste deposit, Johannesburg, South Africa

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    Depth 3.0-3.6 m

    4 6 10 16 25 40 63 100160250 400

    Resistivity(ohm-m)

    Waterval waste deposit, Johannesburg, South Africa

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    Depth 3.6-4.3 m

    4 6 10 16 25 40 63 100160250 400

    Resistivity(ohm-m)

    Waterval waste deposit, Johannesburg, South Africa

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    Depth 4.3-5.1 m

    4 6 10 16 25 40 63 100160250 400

    Resistivity(ohm-m)

    Waterval waste deposit, Johannesburg, South Africa

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    Depth 5.1-6.0 m

    4 6 10 16 25 40 63 100160250 400

    Resistivity(ohm-m)

    Waterval waste deposit, Johannesburg, South Africa

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    Depth 6.0-7.0 m

    4 6 10 16 25 40 63 100160250 400

    Resistivity(ohm-m)

    Waterval waste deposit, Johannesburg, South Africa

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    Depth 7.0-8.0 m

    4 6 10 16 25 40 63 100160250 400

    Resistivity(ohm-m)

    Waterval waste deposit, Johannesburg, South Africa

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    Depth 8.0-9.2 m

    4 6 10 16 25 40 63 100160250 400

    Resistivity(ohm-m)

    Waterval waste deposit, Johannesburg, South Africa

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    Depth 9.2-10.5 m

    4 6 10 16 25 40 63 100160250 400

    Resistivity(ohm-m)

    Waterval waste deposit, Johannesburg, South Africa

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    Depth 10.5-12.0 m

    4 6 10 16 25 40 63 100160250 400

    Resistivity(ohm-m)

    Waterval waste deposit, Johannesburg, South Africa

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    Depth 12.0-13.6 m

    4 6 10 16 25 40 63 100160250 400

    Resistivity(ohm-m)

    Waterval waste deposit, Johannesburg, South Africa

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    Depth 13.6-15.3 m

    4 6 10 16 25 40 63 100160250 400

    Resistivity(ohm-m)

    Waterval waste deposit, Johannesburg, South Africa

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    Depth 15.3-17.3 m

    4 6 10 16 25 40 63 100160250 400

    Resistivity(ohm-m)

    Waterval waste deposit, Johannesburg, South Africa

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    Resistivity imaging and water conductivity/resistivityat Waterval waste dump, J ohannesburg

    108 mS/m9,3 m

    80 mS/m

    12,5 m

    223 mS/m

    4,3 m

    323 mS/m3,1 m

    (Rosqvist et al 2003)Groundwater conductivity in earlier investigations 38-84 mS/m

    ilb l i b

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    Filborna, Helsingborg

    Resistivity & IP Waste Characterisation

    Gypsumdeposit

    Mixed wastedeposit

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    Filborna Resistivity

    Gypsumdeposit

    Mixed wastedeposit

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    Filborna Induced Polarisation (IP)

    Gypsumdeposit

    Mixed wastedeposit

    Fi ld E l Ek b d W t D it

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    Field Example Ekeboda Waste DepositProfil 1 Resistivitet

    RMS 3,0%

    E l P d ti i ti it / IP Ek b d

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    Single cable layoutabase = 2 m

    Llayout = 160 m

    Itx = 20-200 mA

    Rcontact =

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    Example Inverted Sections Resistivity / IP Ekeboda

    Profil 1 Resistivitet

    RMS 3,0%

    IP

    RMS 1,4%

    Norm. IP

    RMS 1,4%

    C i ith M t t

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    Comparison with Magnetometry

    Field Example Ekeboda Waste Deposit

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    Field Example Ekeboda Waste DepositGradient + bipole-dipole array L1-norm inversion

    Ekeboda

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    Ekeboda

    Normalised IP ~ Extension of Deposited Waste?

    Mirrored image

    S C l i

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    Summary - Conclusions

    Resistivity can detect and map leachate contaminatedground / groundwater in 3D

    Resistivity results often ambiguous for mapping extent of

    waste IP can map / characterise buried waste in 3D

    IP more sensitive to noise than resistivity, but IP surveyalways includes resistivity

    Normalised IP measure of surface conductivity in soilsand rocks (i.e. without fluid conductivity)

    IP decay contains information related to hydraulicproperties of the ground, but more research needed

    Std inversion software does not use decay info

    Resistivity / IP survey excellent base for designing adrilling / digging and sampling / analysis program