geoelectrical insitu test
TRANSCRIPT
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CO2 Storage:
4D Geophysical Monitoring
Geoelectrical Measurements
Conny Schmidt-Hattenberger
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OUTLINE:
Brief description of the method & practicalworkflow.
How it works for monitoring of CO2 storage ?
Practical example: Geoelectrical measurementsat the Ketzin test site.
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Resistivity method and its application
The method is based on the
resistivity contrasts of subsurface
materials.
R of the material depends on:
Horizontal and vertical discontinuities can be studied in a variety offields:
Hydrogeology and underground water prospection
Engineering & construction site investigation
Waste and pollutant investigations Glaciology, permafrost
Archaeological investigations
Underground storage operations CO2 storage
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Background theory of DC resistivity
method (I) employs very low-frequency alternating currents as source signals
magnetic properties can usually be ignored
displacement currents and induction effects are negligible Maxwells equation reduce to
Poisson equation for electrostatic fields
Ohms law
Potential due to single point source forthe homogeneous half-space
E-field
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Background theory of DC resistivity
method (II)
r1r4 distances between A, B, M and N
K geometric factor
Four-electrode measurement:
apparent resistivity
Schematic illustration of a four-electrode arrangement afterKndel et al., (1997). Current flow lines (solid) andequipotential lines (dashed) are given for a two-layer casewith higher resistivity in the first layer.
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Rock texture has influence on resistivity
(Ward, 1990)
Basalt is a typicalexample of a highporosity rock withlow conductivity dueto its lowpermeability(unconnected or
dead-end porespace).
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Resistivity of different materials in nature
(Ward, 1990)
destilled water > 104 m
sea water ~ 0.25 m
brine
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SurveysDesign:
Depth of investigation characteristic:
Experimental techniques :
electric profiling or areal mapping
vertical electric sounding (VES)
2D and 3D imaging
(after Szalai et al., 2009)
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Geoelectric modeling
Forward modeling
Inversion
CurrentVoltage
MODEL DATA
(modified after Marescot, 2010)
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Sensitivity analysis
The sensitivity matrixSijindicates how changes in themodel domain elementmj do change the data domainelementfi .
Examples of 2D sensitivity distributions of a homogenoushalf-space for various arrays (modified after Friedel, 2000):
Asymmetric Schlumberger Wenner
Measurement i Cell j
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Which steps form our workflow?
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How to apply ERT for CO2 storage
monitoring?
at intermediate and high gassaturation (above 20 %) geoelectricalmethods are more sensitive thanseismic methods
geoelectrical measurements arerelatively easy to deploy
higher repetition rates and cost-efficiency,
but: lower structural resolution
P-wave velocity and resistivity
versus CO2 saturation- measured at Nagaoka test site (Japan)by X. Zue et al., SPE 126885, Nov. 2009.
Our motivation:
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Available reservoir data support feasibilitystudy
Reservoir properties:The aquifer resistivity is calculated using Archies law (Archie, 1942)and assuming:
-Salinity of formation water ~ 230 g/l-Reservoir temperature of about 36 C (from T-logs)-Resistivity of 20 wt-% brine @ 36C = 0.05 m-Mean porosity of 23 %
= A w -m Sw
-n
(SCO2 = 1-Sw)
- Archie parametersA = 1.0 and m, n = 2.0 assumed in a first rough model.
- Typical CO2 saturation scenario of 50% ( 2.8 m).
}Ketzin data
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Lab data
before CO2
Lab data
after CO2
difference
Ktzi202_B2-3b
[m] 0.52 1.75 +240%
Ktzi202_B3-1b
[m] 0.47 1.40 +200%
Available lab data indicate a bulk
CO2 saturation of 50% which
corresponds to a resistivity increase
of +200% to +240% (~ factor 3).
Results from laboratory
flow-through experiments:
(Kummerow et al., 2011)
CO2formation fluid
formation fluid ~ 0.52 m formation fluid
t [h]
CO2 ~ 1.7 m
Laboratory experiments
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The Ketzin project Europes longest-operating
on-shore CO2 storage site Located in the North East German Basin
~ 25 km west of Berlin, at the SE flank
of a double anticline
Storage reservoir: saline aquifer of the
Stuttgart Fm.
Project start 2004, well completion 2007,
start of injection 2008
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An interdisciplinary monitoringconcept is applied @ Ketzin site
Start of CO2 injection:
30.06.2008
CO2 sources and quality:Primary source: food-gradeCO2 (Linde), purity > 99.9 %
Secondary source (limitedtime): Schwarze Pumpe pilotplant (Vattenfall),purity > 99.7 %
Injection rates:
24 to 77 t/day(currently ~ 1 kt CO2/month)
03.06.2012: 61,402 t CO2injected
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Electrical Resistivity Tomography (ERT) systems
in CCS projects Nagaoka
(logging tool /non-permanent )
Regular induction logs
as alternative solution
Cranfield(permanent array)
Deepest ERT array in
CCS operationworld-wide
Ketzin(permanent array)
First ERT array in
CCS operationworld-wide
., 2010 ., 2010 ., 200
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The Ketzin ERT concept: combination ofcrosshole & surface-downhole measurements
Permanent installation of Vertical Electrical ResistivityArray (VERA) in the three Ketzin wells (at insulatedcasing)
Concentric circles with 16 surface dipoles & crossedprofiles for enlargement of observation area, dipolelength: 150 m, r1 = 800 m, r2 = 1500 m )
In cooperation with:
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Design details of the Ketzin permanent ERT array
(1) Stainless steel ring-shaped electrodeswith multi-conductor cables (15 wires)
(2) Centralizer & Protector Tool(3) Casing: 5.5steel casing, coated with
insulating layer along the ERT array area
(1) (2)
(3)
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(Photos: Courtesy of University Leipzig)
(Photos: Courtesy of GFZ)
current: 2.5 A max. channels: 15
(for potential registration) measured voltage: 50 V to 100 mV
signal period: 8 s
current: 4 10 Avoltage: 500 1300 V
signal period: 16 sLength of time series ~ 1 h
Insulated casing
Stainless-steelelectrode
MeasurementUnit (ZONGE)
Electric power sourceTSQ-4 (SCINTREX)
Electrode ensemblefor current injection
Data logger (TEXAN-125)
Site-specific Customization ofSurface and Downhole
Equipment.
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Field installation: Casing assembly
Photos: Silvio Mielitz
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Field installation: Casing assembly
Photos: Silvio Mielitz
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Field installation: Cable management
Photos: Silvio Mielitz
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Field installation: Sensor mounting
Photos: Silvio Mielitz
electrode
centralizer
cable
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Data QC and PreProcessing of the field data
Due to time constraints bythe acquired manifold ofelectrode configurations andto obtain transient effects
Only two signal cycles havebeen recorded
(each cycle T= 8s).
No regular reciprocialmeasurements, but forindividual data sets only.
Individual error estimation
from the cycles, and RMSestimation from the adaptedpreprocessing scheme.
QC
PP
EE
Day of injection
ABMN: 3-2-18-17
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Inversion Strategy
Test of various program codes :EarthImager, ERTLab, BERT
Deployment of constraints,e.g. resistivity logs andlaboratory results
Predefinition of most essentialparameters:-regularization ,z- geometrical weight,E- error weight
Separate investigation of 2D inversion results for two observation planes.
0.5 - 5 m low-res. environment small resistivity contrasts moderate resistivity changes thin target reservoir zone
(Gnther & Rcker, 2006)
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2D Time-lapse results Gravity driven upward
migration (funnel-likeshape) was observedsince middle of August2008.
steady-state situation
reached in December2008.
Attenuated resistivityprofiles in the
observation planeKtzi200-Ktzi201for phases of significantreduced injection rate(March August 2010).
Good coverage of theinjection start phase byfrequently measureddata sets given.
Ktzi201 Ktzi200 Ktzi201 Ktzi200 Ktzi201 Ktzi200 Ktzi201 Ktzi200
August 18, 2008 December 03, 2008 March 15, 2010 April 02, 2011
Ratio
(monitor/baseda
ta)
Inversion(
monitordata)
(Schmidt-Hattenberger et al., 2012)
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3D Time-lapse results
Consistent results of the 2D inversion and the full 3D inversion for the individualobservation planes Ktzi200-Ktzi201 and Ktzi200-Ktzi202.
Significant volume effectnecessary in order to detect the CO2 arrival at both
observation wells (Ktzi200 / Ktzi202) in the inverted data.Assumption: limited 3D effect since Nov 2009 (degradation detected by contact
resistance checks) critical electrodes: some of them have to be excluded frominterpretation, and some of them even from the inversion procedure.
3D ViewZ-slice @ 630 m
Ktzi201 Ktzi200
z=620 m
201 200
202
z=635 m
201 200
202 z=640 m
201 200
202
201200
202
Data set from July 2010
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C h ki f t d i d li
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Cross-checking of measurements and inverse modelingensures data reliability
Zonge Engineering equipment
Multi-Phase Technologies equipment
Data inversion byopen-source codeBERTwith unstructured
tetrahedral grids.www.resistivity.net
Data inversion byERTLabwhich providedvery fast on-siteresults.www.ertlab.com
Survey: April 2011
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Surface-downhole results
Operating range: extended wellbore area
(Bergmann et al., 2012)
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()
CO2 signature has been detectedwith sufficient spatial resolution.
Data sets are consolidated now,
updated petrophysical results areavailable.
Evaluation & Outlook
Contribution to data integration.(in progress)(Lth et al., 2011)
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Electrical and electromagnetical monitoring
on various scalesRegional scale
Magnetotellurics (MT) &
Controlled-SourceElectromagnetics (CSEM)
see presentation by K.M.Bhatt
Sub-regional scale
Electromagnetics (EM)
Local scaleElectrical ResistivityTomography (ERT)
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References:
Archie, G.E. (1942). The electric resistivity log as an aid in determining some reservoir characteristics. Trans. Am. Inst. Miner.
Met. 146,5462.Bergmann, P. et al. (2012). Surface-downhole electrical resistivity tomography applied to monitoring of CO2 storage atKetzin, Germany. Geophysics 77 (2012), B253-B267.Carrigan, C. R. et al. (2009). Application of ERT for tracking CO2 plume growth and movement at the SECARB Cranfield site.8th Annual Conference on Carbon Capture & Sequestration, Pittsburgh, PA, United States, 4-7 May, 2009.Friedel, S. (2000). ber die Abbildungseigenschaften der geoelektrischen Impedanztomographie unter Bercksichtigung vonendlicher Anzahl und endlicher Genauigkeit der Medaten. Ph.D. thesis, Fakultt fr Physik und Geowissenschaften, UniversittLeipzig, Germany.Gnther et al. (2006). Three-dimensional modelling and inversion of dc resistivity data incorporating topographyII.Inversion. GJI 166, 506517.Kiessling, D. et al. (2010). Geoelectrical methods for monitoring geological CO2 storage, First results from crosshole andsurface-downhole measurements from the CO2SINK test site at Ketzin (Germany). International Journal of Greenhouse GasControl 4 (2010), 816-826.Kndel, K., Krummel, H., Lange, G. (1997). Handbuch zur Erkundung des Untergrundes von Deponien und Altlasten, Band 3- Geophysik. Bundesanstalt fr Geowissenschaften und Rohstoffe, Springer Verlag, 1063 S.Kummerow and Spangenberg (2011). Experimental evaluation of the impact of the interactions of CO2-SO2, brine, andreservoir rock on petrophysical properties: A case study from the Ketzin test site, Germany: Geochemistry Geophysics
Geosystems, 12, 5, Q05010.Lth et al. (2011). Time-lapse seismic surface and down-hole measurements for monitoring CO2 storage in the CO2SINKproject (Ketzin, Germany). Energy Procedia, Volume 4, 3435-3442.Marescot, L. (2010). http://tomoquest.com/attachments/File/Marescot_Intro_to_Inversion_UNIFR_19042010.pdf, Script onIntroduction to Inversion in Geophysics.Xue, Z. et al. (2009). Detecting and monitoring CO2 with P-wave velocity and resistivity from both laboratory-and field scales.In:SPE126885,SPE International Conference on CO2 Capture, Storage, and Utilization, SanDiego, CA, USA, November24.Schmidt-Hattenberger, C. et al. (2012). A modular geoelectrical monitoring system as part of the surveillance concept inCO2 storage projects. Energy Procedia 23 (2012), 400-407.
Szalai, S. et al. (2009). Depth of Investigation and Vertical Resolution of Surface Geoelectric Arrays, Journal of Environmental& Engineering Geophysics, 14, 15-23.Ward, S. H. (1990). Geotechnical and Environmental Geophysics, Chapter Resistivity and Induced Polarization Methods,pages 147189. Investigations in Geophysics No. 5. Soc. Expl. Geophys.
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