integrated borehole survey design for detection of

20
… INTEGRATED BOREHOLE SURVEY DESIGN FOR DETECTION OF MIGRATING CO2 ON FAULT PLANES AT SULCIS FAULT LAB Flavio Poletto (OGS) WORKSHOP II - Post-Open Forum workshop organised by ENOS Venice, 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

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Page 1: INTEGRATED BOREHOLE SURVEY DESIGN FOR DETECTION OF

… 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

Page 2: INTEGRATED BOREHOLE SURVEY DESIGN FOR DETECTION OF

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)

Page 3: INTEGRATED BOREHOLE SURVEY DESIGN FOR DETECTION OF

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

Page 4: INTEGRATED BOREHOLE SURVEY DESIGN FOR DETECTION OF

Geophysical characterization

4San Servolo, Venice, 26 April 2018

Two wells (monitoring vertical W1, injection directional WI)

Borehole measurements

Page 5: INTEGRATED BOREHOLE SURVEY DESIGN FOR DETECTION OF

Geophysical characterization (from surface seismics )

5San Servolo, Venice, 26 April 2018

Cross-well (CW) borehole measurements (synthetic simulation)

HR1 model CW tomography(synthetic)

Page 6: INTEGRATED BOREHOLE SURVEY DESIGN FOR DETECTION OF

Drill first W1 SFL observation well (vertical ca 30 0 m)

6San Servolo, Venice, 26 April 2018

Borehole and well measurements (VSP, logs and coring)

Surface seismic depth-calibration

Depth information for injection well

Page 7: INTEGRATED BOREHOLE SURVEY DESIGN FOR DETECTION OF

First well (W1) instrumental design scheme

7San Servolo, Venice, 26 April 2018

Sensitivity and response (permanent and wireline instruments) in W1

W1

Initial wireline VSP, logs, coring

Permanent installation:Electrodes outside casing

Xwell sources, receivers

Page 8: INTEGRATED BOREHOLE SURVEY DESIGN FOR DETECTION OF

8San Servolo, Venice, 26 April 2018

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

Page 9: INTEGRATED BOREHOLE SURVEY DESIGN FOR DETECTION OF

Injection well (WI) instrumental design scheme

9San Servolo, Venice, 26 April 2018

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

Page 10: INTEGRATED BOREHOLE SURVEY DESIGN FOR DETECTION OF

10San Servolo, Venice, 26 April 2018

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

Page 11: INTEGRATED BOREHOLE SURVEY DESIGN FOR DETECTION OF

DAS innovative technology: constellation (30 dB), H WC

11San Servolo, Venice, 26 April 2018

Sensitivity and response WI

Wireline VSP, logs, coring

Permanent installation:IDAS fiber optic arrayElectrodes outside casing

Xwell receivers

Hydrophone and DAS HWC

Page 12: INTEGRATED BOREHOLE SURVEY DESIGN FOR DETECTION OF

DAS innovative technology: dense space array (dual)

12San Servolo, Venice, 26 April 2018

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)

Page 13: INTEGRATED BOREHOLE SURVEY DESIGN FOR DETECTION OF

Sensitivity (instrumental design)

13San Servolo, Venice, 26 April 2018

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

Page 14: INTEGRATED BOREHOLE SURVEY DESIGN FOR DETECTION OF

Sensitivity (geophysical monitoring)

14San Servolo, Venice, 26 April 2018

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

Page 15: INTEGRATED BOREHOLE SURVEY DESIGN FOR DETECTION OF

Sensitivity (seismic simulation for HR1 wells)

15San Servolo, Venice, 26 April 2018

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

Page 16: INTEGRATED BOREHOLE SURVEY DESIGN FOR DETECTION OF

Sensitivity (seismic simulation for HR1 wells)

16San Servolo, Venice, 26 April 2018

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

Page 17: INTEGRATED BOREHOLE SURVEY DESIGN FOR DETECTION OF

Sensitivity (electric response simulation)

17San Servolo, Venice, 26 April 2018

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

Page 18: INTEGRATED BOREHOLE SURVEY DESIGN FOR DETECTION OF

Conclusions

18San Servolo, Venice, 26 April 2018

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

Page 19: INTEGRATED BOREHOLE SURVEY DESIGN FOR DETECTION OF

19San Servolo, Venice, 26 April 2018

THANKS FOR YOUR ATTENTION

Page 20: INTEGRATED BOREHOLE SURVEY DESIGN FOR DETECTION OF

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