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Geoelectric Crosshole andGeoelectric Crosshole and Surface-Downhole Monitoring:
First Res lts
i li 1 h 1 2 li h id b 1
First Results
Dana Kiessling1, Hartmut Schuett1, 2, Cornelia Schmidt-Hattenberger1, Frank Schilling1, 3, Erik Danckwardt4, Kay Krueger1, Birgit Schoebel1, and CO2SINK Group2 p(1) Helmholtz Centre Potsdam, GFZ German Research Center for Geosciences, Germany(2) now at StatoilHydro ASA, Stavanger, Norway(3) now at: Institute for Applied Geosciences, Universität Karlsruhe, Germany(4) Institute of Geophysics and Geology, University of Leipzig, Germany
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
( ) p y gy, y p g, y
Outline
Introduction
Combined Downhole and Surface-Downhole Concept
I.
II.
Preliminary Results
Conclusions
III.
IV.
OutlookV.
CO2SINK … CO2 Storage by Injection into a Natural Saline Aquifer at Ketzin
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
Universität Leipzig
I. Introduction
N
Helmholtz Centre Potsdam, GFZ German Research Center for Geosciences, CO2SINK Group
Injection WellKtzi 201
50 m
Ktzi 201
CO Tanks
Ktzi 202Ktzi 200
September 2008
CO2 Tanks
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
first European onshore CO2 storage at Ketzin
I. Applications for Geoelectrics
hydrological questions:prospecting of groundwaterprospecting of groundwaterboundary of saline and freshwater…
investigation of structures and processes (contrasts in resistivity!)
CO2 plume monitoring
R fReferences: Ramirez, A. L., Newmark, R. L., Daily, W. D.,2003. Monitoring Carbon Dioxide Floods Using Electrical Resistance Tomography (ERT): Sensitivity Studies. Journal of Environmental and Engineering Geophysics, Volume 8, Issue 3, pp.187–208.g g p y , , , pp
Christensen, N. B., Sherlock, D., Dodds, K., 2006. Monitoring CO2 injection with cross-hole electrical resistivity tomography. Exploration Geophysics 37, pp.44-49.
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
II. Geoelectrical Monitoring Concept
Date injected CO2
Last facility tests and preparation 20/06/2008
Start of CO2 Injection 30/06/2008 0 t
Arrival of CO2 at 1st observation well 15/07/2008 531 t
Arrival of CO at 2nd observation well 20/03/2009 about 11000 tArrival of CO2 at 2nd observation well 20/03/2009 about 11000 t
today 26/05/2009 about 15500 t
Drilling of the wells2007
Ktzi 200 201 202
Start of CO2 Injection2008
Ktzi 201
May July August June 30time
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
II. Geoelectrical Monitoring Concept
taper pin
ring-shaped steel electrode
taper pin
insolated casingelectrical
cable(two-component material consisting of an epoxy matrix and a Polyphenylene Sulfide (PPS) membrane)Sulfide (PPS) membrane)
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
II. Geoelectrical Monitoring Conceptfour-point-method Crosshole Measurements
IU
C1 C2P1 P2
current injected between 2 electrodes C1, C2
potential measured between 2 electrodes P Pa … apparent resistivity
apparent resistivity
increasing of resistivity with CO injection
a = k R = k . . UI
potential measured between 2 electrodes P1, P2 k … geometric factorR … resistanceU … voltageI current
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
increasing of resistivity with CO2 injection I … current
II. Geoelectrical Monitoring Concept geophysical monitoring of the migration of the injected CO2 by using seismic and
geoelectric measurements
different methods = more information &risk reduction
geoelectrical methods are more sensitive atintermediate and high gas saturation(above 20 %) than seismic methods
Wilt & Alumbaugh 2006
geoelectrical measurements are relativelyeasy to deploy permanently and operationallysimpler than seismic methods
hi h i i d ffi i Wilt & Alumbaugh, 2006 higher repetition rate and more cost-efficient but: lower resolution
investigation of the feasibility of the geoelectrical monitoring of the CO2 migrationi t th li if i K t i
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
into the saline aquifer in Ketzin
Method Physical quantity
Criterion Depth range Lateral extent around Ktzi201
Maximum SCO2
Remarks
Where we are: Overview (status CO2SINK 12th proj. m. Feb. 2009 / Phase of data matching
quantity considered [m] [m]
SCO2
reservoir modeling
CO2saturation
SCO2 ≥ x (a) 635 – 645
(b) 645 – 655
40
40
40
50% No absolute depth scale in figure; depth estimated.
Q: Does the(c) 665 – 67540 Q: Does the
model reflect the reservoir 1:1 or just statistically?
RST CO2saturation
SCO2 ≥ x (a) 625 – 627
(b) 630 633
n/a 60% Very short penetration range.saturation (b) 630 – 633
(c) 634 – 642
(d) 645 – 648
DTS temperature deviation from 625 – 675 n/a n/a Very short DTS temperaturelinear trends penetration range.
ΔT ≈ +5.0 °C
crosshole seismic
signal correlation
correlation or anticorrelation ≥ x
(a) 644 – 652
(b) 657 – >662
n/a
n/a
? Sources and receivers in Ktzi200 and Kt i202!≥ x
(c) 640 – 67280 (between Ktzi200
and 202)Ktzi202!
ERT resistivity resistivity increase ≥ x
(a) 600 – 615
(b) 630 – 655
15
25
20 (in the middle
50%
(Archie estimate)
(a) artefact?
(c) very likely artefact
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
(c) 700 – 71520 (in the middle betw. 200 and 201)
estimate)
II. Geoelectrical Monitoring Concept
Lab data before CO2
Lab data after CO2
difference CO2 saturation from model
Laboratory results:
2 2
Ktzi202_B2-3b
[m] 0.52 1.75 +240% 50% Archie
Ktzi202 B3 1bKtzi202_B3-1b
[m] 0.47 1.40 +200% 46% Archie
Kummerow et al., 2008 available data (lab logs Archie reservoir modeling) available data (lab, logs, Archie, reservoir modeling)
suggest a bulk CO2 saturation of 50% which corresponds to a resistivity increase of 200% to 300%
Archie formula: = w a -m Sw-n
without any additional data:a = 1, m = 2, n = 2 (standard for sandstone)
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
a 1, m 2, n 2 (standard for sandstone)brine resistivity: w = 0.037 m
Resistivity logs and ERT crosshole data (baseline)
Ktzi201Ktzi200
HRLA/SLBBLM
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
Comparison of inverted data with the trend of logs give indications for parameter settings
II. Geoelectrical Monitoring Concept
50% CO2↓
Ketzin resistivity model – feasibility study : synthetic resistivity model
~ 4.0 m layer635-650 m depth
↓
+ 300 %
x und y slices of resistivity changes
changes in resistivity are expected
z slices of resistivity changesKtzi201
Ktzi200 Ktzi202what we expect:
3 layers, middle layer is saline sandstone aquifer CO2 effect from Archie for SCO2
= 50 %
x und y slices of resistivity changes
r ≈ 30 mx
z slices of resistivity changes
2 CO2 resistivity range for inversion: 0.5 m (min ) to 4 m (max) Low resistivity environment and low resistivity contrast !
iti it i th iddl d i th t l ft ( l t d )
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
no sensitivity in the middle and in the top left corner (no electrodes) ”investigation range” around the wells: about 30 m
II a. Crosshole Measurements
VERA
Vertical El t i lElectrical Resistivity Array
45 permanent electrodes15 electrodes per wellelectrode spacing ~ 10 minstallation depth ~ 590 to 735 m
mudstone
sandstone
siltstone
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
II a. Crosshole Measurements
monitoring of CO2 migration between i j ti ll Kt i201 d th tinjection well Ktzi201 and the two observation wells Ktzi200 and Ktzi202
using dipole-dipole configurations, bipole bipole configurations includingbipole-bipole configurations including cross-hole configurations and user defined configurations having one current and one potential electrode in each well
used current: 2 5 A max
equipment: GDP-32II, ZT-30, MX-30 (Zonge, USA)
used current: 2.5 A max. used channels: 15 (for potential registration) measured potential: 50 V to 100 mV
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
continuous measurements since start of injection
II b. Surface-Downhole Concept
electric power source TSQ-4 (Scintrex Limited, Canada)
I = 4 – 18 AU = 500 – 1300 V
Texan-125 (Refraction
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
16 dipoles at the surface for current injection (C1C2)dipole length: 150 m, r1 = 800 m, r2 = 1500 m
e a 5 ( e act oTechnology Inc., USA)
II b. Surface-Downhole Concept
current injection at surface
timeelectric power source TSQ-4 (Scintrex Limited, Canada)
I = 4 – 10 AU = 900 – 1300 V
potential registration Downhole
Texan-125 (Refraction
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
timee a 5 ( e act o
Technology Inc., USA)
II b. Surface-Downhole Concept
l i l ( ll d )geoelectrical (yellow dots)and seismic (red lines and light blue grid)survey at the surface
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
Study of pre-inversion data(3)
Real field data Engineers‘Toolbox
R = UI
R … resistance
k R k U apparent resistivity
geometry
inversion
a = k R = k . .I
a … apparent resistivity
• Automized evaluation of field inversion
resistivity
data sets by digital filtering according relevant criteria
• Skip of defective data / enlarge
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
… resistivity• Skip of defective data / enlarge the set of applicable data
Quality check of data
Skip !
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
o.k.
III. Preliminary Results
Injection WellKtzi201
Ktzi200 Injection WellKtzi201
Ktzi200
Geoelectric Crosshole Measurements:
E W-590
-635
E W
-650salineaquifer
CO2-Injection
50 md h
-73550 m50 mdepth
in m 21.06.2008Baseline
50 m
30.10.20083400 t CO2
EarthImager, AGI
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
Preliminary inversion results of crosshole measurements
time lapse difference method
base line June 21 2008CO2injection base line June 21, 2008
(EarthImager, AGI)injection point
2D X-slice / area near boreholes under consideration
5300 t(Dec 11, 2008)
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
16.10.2008, trial 1,9 it./ RMS=4.2% / L2=0.3
22.10.2008, trial 1,9 it./ RMS=3.4% / L2=0.2
23.10.2008, trial 2,9 it. / RMS=10.8% / L2=0.8
28.10.2008, trial 2,7 it./ RMS=3.8% / L2=0.2
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
BHP BHT Cross-hole data from regular storage operation
Sensitivity analysis of measurement fi ticonfigurations
Electrode configuration evaluation• Forward modelling (e.g. finite elements, finite differences) with different
electrode configurations (dipole-dipole, bipole-bipole etc.)• Modelling on homogenous resistivity distribution• Modelling on homogenous distribution with local perturbation• Comparison of synthetic model response• Evaluation of possible resolution within synthetic pre-inversion datasets
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
THOUGH2, V2: homogeneous aquifer,homogeneous permeability, circular
CO2 distribution dependent on theheterogeneity of permeability
Joint interpretation with other modeling work
IW OW1
migrationheterogeneity of permeability
Perm., uncorrelated
Sand-
531 t CO2
injected
Resolution eser
voir
heig
ht
Sandstone
Resolution of crossholeGeoelectrics:
5 m
Re
Detected front of CO2:
35 m
oir h
eigh
t
model datamodel dataR
eser
vo
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
(U. Lengler, 2009)
III. Preliminary ResultsCombined Surface-Downhole Concept : Fundamentals
schematical: 2D dipole-dipole-configuration (CCPP)S =
da
d
C1C
C1C
P1
C2 C2 S+
S-: = S+: = P2
P1P S
S : = a
negative sensitivity:increasing in resistivitylead to
S : = a
positive sensitivity:increasing in resistivitylead to
P2 S-
sensitivity
lead to an decreasing in apparent resistivity(measured)
lead to an increasing in apparent resistivity(measured)
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
(S. Friedel, 2000)
III. Preliminary ResultsCombined Surface-Downhole Concept : Fundamentals
equally valid for Surface-Downhole Principle (CCPP)S =
da
d
C1C2
Injection WellKtzi201C1C2
Injection WellKtzi201
Injection WellKtzi201 S+
P1COP1
S+: = a
P2
S-: = a
CO2P2S-
sensitivity
an increasing in apparent resistivity(measured)
a decreasing in apparent resistivity (measured)is caused by an increasing in resistivity in another direction (in range of negative sensitivity)
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
is caused by CO2(E. Danckwardt, 2001)
III. Preliminary ResultsCombined Surface-Downhole Concept:
ti > 1 i i i t i ti it COratio = 1: no changes in apparent resistivity a
(C1C2 at the surface)
d
ratio > 1: increasing in apparent resistivity = CO2
ratio < 1: no CO2-caused changes in this direction
S = da
d
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
Repeat November 2008: 4500 t CO2Baseline April 2008: 0 t CO2Electrodes 16-30 in Ktzi201 (P1P2 in the borehole)
III. Preliminary Results
16 dipoles at the surface (dipole length: 150 m)
Combined Surface-Downhole Concept:
r1 = 800 mr2 = 1500 m
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
in m
III. Preliminary Results
… ratio > 1: CO2
… ratio < 1: no CO2-caused changes in this direction
Combined Surface-Downhole Concept:
… ratio = 1: no changes in apparent resistivity a
current electrodes (C1, C2): 16 dipoles at the surface
i l l d (P P ) potential electrodes (P1, P2):Ktzi201 (at sandstone aquifer/ depth of injection)
a1 from Repeat November 2008: 4500 t CO2
a0 from Baseline April 2008: 0 t CO2changes in a:
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
a0 p 2
located in z = -635 m (top of sandstone aquifer)
IV. ConclusionCombined Surface-Downhole Concept:
… ratio > 1: CO2
… ratio < 1: no CO2-caused changes in this direction
… ratio = 1: no changes in apparent resistivity a
CO2 – migration trend:
NW-SE-direction
changes in a: BUT NO information about lateral CO2 migration progress!
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
located in z = -635 m (top of sandstone aquifer)
IV. Summary and Conclusion
Geoelectrical monitoring at Ketzin:
deepest permanent downhole electrode array (from 590 to 735 m) deepest permanent downhole electrode array (from 590 to 735 m) using “smart-casing” technology part of a monitoring concept which integrates Geophysics, Geochemistry, Microbiology
Crosshole Geoelectrics can resolve an increase of the electrical resistivity caused by the CO2 injection, however, small-scale fingering effects in CO2 migration could not b d li t d b th VERA t
geoelectrical Crosshole and Surface-Downhole Measurements for monitoring CO2: it works in general, it has to be further developed
be delineated by the VERA system
monitoring CO2: it works in general, it has to be further developedbut some problems were underestimated at the beginning of project data quality depends strongly on the noise of the injection process we missed doing sufficient preliminary studies (by lack of manpower, e.g.)
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
V. Outlook – more results in process…Geoelectric Downhole Measurements:
ongoing measurements
signal processing and inversion
sensitivity studies concerning
measurement configurations
Combined Surface-Downhole Measurements
measurement configurations
3rd Repeat finished in end of April (for verification of CO2-migration trend)
additional profiles at the surface for lateral separation of migration progress
were measured in May and are under evaluation nowwere measured in May and are under evaluation now
signal processing is ongoing
3D inversion is planned
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo
Thanks to all involved persons!Thanks to all involved persons!
We thank the Federal Ministry of Education and Research,
and its R&D program p g"Geotechnologien" for funding
our work.
…and for your attention!
IEA GHG - 5th Monitoring Network Meeting, June 2-4, 2009 / Tokyo