integrated borehole survey design for detection of
TRANSCRIPT
… INTEGRATED BOREHOLE SURVEYDESIGN FOR DETECTION OF MIGRATING CO2 ON
FAULT PLANES AT SULCIS FAULT LAB
Flavio Poletto (OGS)
WORKSHOP II - Post-Open Forum workshop organised by ENOSVenice, 26 April 2018, 14:00 – 17:00
“Storage site solutions: monitoring and verification”
San Servolo, Venice, 26 April 2018
Contributions: Gualtiero Böhm, Andrea Schleifer, Giorgia Pinna, Piero Corubolo, Biancamaria Farina, Stefano Picotti and Erika Barison
Key aspects and outline
2San Servolo, Venice, 26 April 2018
Monitoring CO2 migration through fault planes in the SFL sub-surface(WP3 Task 3.2.2 ), Integrated downhole survey design
Initial (actual) information (no wells)
Geophysical characterization
Well plan and instrumentation design
Sensitivity (instrumental response)
Injection plan and sensitivity to CO2 (geophysical monitoring)
Integrated downhole survey design
3San Servolo, Venice, 26 April 2018
Initial (actual) information from surface (no wells)
High resolution surface seismic lines (HR1 and HR2) (Sotacarbo, processed by OGS)
Electrical Resistivity (ERT) data (Sotacarbo)
Geological data and fault’s interpretation (UniRoma1 Sapienza)
Interpretation on HR1 line
Geophysical characterization
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Two wells (monitoring vertical W1, injection directional WI)
Borehole measurements
Geophysical characterization (from surface seismics )
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Cross-well (CW) borehole measurements (synthetic simulation)
HR1 model CW tomography(synthetic)
Drill first W1 SFL observation well (vertical ca 30 0 m)
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Borehole and well measurements (VSP, logs and coring)
Surface seismic depth-calibration
Depth information for injection well
First well (W1) instrumental design scheme
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Sensitivity and response (permanent and wireline instruments) in W1
W1
Initial wireline VSP, logs, coring
Permanent installation:Electrodes outside casing
Xwell sources, receivers
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Sensitivity and response (permanent and wireline instruments) in W1
W1
Initial wirelineVSP, logs
Permanent installation:Electrodes outside casing*
Xwell sources, receivers
Fib
ergl
ass
casi
ng Initial wireline VSP, logs, coring
First well (W1) instrumental design scheme
(*) Fiberglass or equivalent
Injection well (WI) instrumental design scheme
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Sensitivity and response (permanent and wireline instruments) in WI
WI *
Wireline VSP, logs, coring
Permanent installation:IDAS fiber optic array
Electrodes outside casing
Xwell receivers
(*) WI measurement scheme shown with initial- indicative directional well geometry
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Sensitivity and response (permanent and wireline instruments) in WI
WI
Wireline VSP, logs, coring
Permanent installation:IDAS fiber optic arrayElectrodes outside casing
Xwell receivers
Injection well (WI) instrumental design scheme
DAS innovative technology: constellation (30 dB), H WC
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Sensitivity and response WI
Wireline VSP, logs, coring
Permanent installation:IDAS fiber optic arrayElectrodes outside casing
Xwell receivers
Hydrophone and DAS HWC
DAS innovative technology: dense space array (dual)
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Dual wavefield separation (Poletto et al, 2016)
WI
Wireline VSP, logs, coring
Permanent installation:IDAS fiber optic arrayElectrodes outside casing
Xwell receivers
[ ]2
),(),()(exp
tzFvtzkztiikDW
+=+ εω
[ ]2
),(),()(exp
tzFvtzkztiikUP
−=− εω
Total field Downgoing Upgoing
Example from Hontomin (WP1)
Sensitivity (instrumental design)
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CW sensitivity and response (permanent and wireline instruments) in WI
WI
Wireline VSP, logs, coring
Permanent installation:IDAS fiber optic arrayElectrodes outside
casing
Xwell receivers
Sensitivity (geophysical monitoring)
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Injection plan and sensitivity to CO2 (geophysical monitoring)
Well plan and instrumentation design (Well’s site HR1)
Layouts including wells and injection, after UniRoma1 Sapienza fault’s interpretation
Cross-well seismic simulation
Geo-electric (ERT) monitoring simulation
Sensitivity (seismic simulation for HR1 wells)
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Injection plan and sensitivity to CO2 (geophysical monitoring)
Well plan and instrumentation design (Wells HR1)
CO2 conditions at P = 30 atm, T = 18 °C:
ρ = 68.178 kg/m3, Vp= 237.88 m/s
Porosity = 9%
Injected mass: M = 5.5 ton Ø sphere with R = 6 m
Simulation parameters (2D finite difference):
Source: pressure, Ricker wavelet fc = 400 Hz
Model discretization: dx = dz = 0.5 m
Acquired component: pressure
Well 1 Well I
Sphere centre at 228 m depth
Sphere with CO2250
300
350
Sources
Sensitivity (seismic simulation for HR1 wells)
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Time lapse difference: with CO2 sphere - without sphere
Source 250 m
Source 300 m
Source 350 m
After CO2 injection Before CO2 injection Difference
After CO2 injection Before CO2 injection Difference
After CO2 injection Before CO2 injection Difference
Sensitivity (electric response simulation)
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Injection plan and sensitivity to CO2 (ERT geophysical monitoring)
Well plan and instrumentation design (Wells in HR1 location)
Conditions: CO2 at P = 30 atm, T = 18 °C:
ρ = 68.178 kg/m3,
Porosity = 9%
Resistivity = 100 000 Ω*m
Discretization of the model: dx = dz = 2.5 m
Synthetic tests CO2 observation by ERT in different configurations
Conclusions
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HR1 SFL with two wells
Initial vertical well W1 provides VSP and well information
Update geophysical characterization at depth
Optimize fault drilling WI well plan
Optimize instrumentation design of inclined injection well WI
CO2 injection plan depends on encountered formation properties
Well monitoring and time lapse related to injection plan
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THANKS FOR YOUR ATTENTION
This project has received funding from the European Union’s Horizon 2020 research and innovation programme under grant agreement No 653718
www.enos-project.eu