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7/28/2019 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