Abstract
The subsidence of offshore wells and platforms is a profound problem in the oil and gas industry. A new approach to reservoir geomechanical studies is used to analyze wellbore instabilities and investigate the subsidence of reservoirs. This study comprises an integrated workflow for developing a 3D geomechanical earth model for the North-Heera field, India. 1D Mechanical Earth Models are constructed for 40 wells to study the wellbore instabilities of drilled wells in this region and determine the mud weight for successful drilling and completions for future developments. A 3D geomechanical model is developed by integrating geological surfaces, fault lines, wireline logs, drilling, and completion data. Heterogeneous 3D models are developed using local grid refinement by a simple kriging approach. Analyzing these models identifies that the shallow zones of depth between 300 and 1000 m have a significant spatial gradient in elastic properties. Series of triaxial loading tests are conducted on the core samples collected from different wells drilled in this block. Mohr–Coulomb's failure criteria derived from loading tests aid in determining the rock strength parameters derived from wireline logs. The combined analysis of geomechanical models and rock failure parameters derived from loading tests facilitates investigating the weak formations zones causing wellbore instability problems and subsidence in shallow depths
Article Highlights
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Construction of 3D geomechanical models for the offshore field.
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Pore pressures were estimated for all the wells using NCT methods.
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Stress–strain curve analysis from a series of triaxial compression tests.
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Integrated geomechanical approach for analyzing rock parameters of shale layers.
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Abbreviations
- 1D:
-
One dimensional
- 3D:
-
Three dimensional
- LGR:
-
Local grid refinement
- ONGC:
-
Oil and Natural Gas Corporation Limited
- DGH:
-
Director General of Hydrocarbons
- DST:
-
Drill stem test
- Shim:
-
Minimum horizontal stress
- SHmax:
-
Maximum horizontal stress
- LOT:
-
Leak Off Test
- PR:
-
Poison’s ratio
- UCS:
-
Unconfined compressive strength
- IFC:
-
Internal friction coefficient
- YM:
-
Young’s modulus
- NCT:
-
Normal Compaction Trend
- σv :
-
Vertical stress
- σw:
-
Vertical load by a water column
- σo:
-
Vertical load at the point where the density log began
- ρ:
-
Density
- α:
-
Biot’s constant
- Pp:
-
Pore pressure
- E:
-
Young’s modulus
- εx:
-
Compressional horizontal strain (x-direction)
- εy:
-
Extensional horizontal strain (y-direction)
- FIT:
-
Formation integrity test
- Gdyn:
-
Dynamic Bulk modulus
- νdyn:
-
Dynamic Poison’s ratio
- Edyn:
-
Dynamic Young’s modulus
- Vp:
-
P-wave velocity
- Vs:
-
S-wave velocity
- UCSlimestone :
-
Unconfined compressive strength of limestone
- UCSshale :
-
Unconfined compressive strength of shale
- Ø:
-
Internal friction coefficient
- MPa:
-
Mega Pascal
- GPa:
-
Giga Pascal
- Pf:
-
Fracture pressure
- ν:
-
Poison’s ratio
- Dn:
-
Density
- Ω:
-
Resistivity
- µi:
-
Coefficient of internal friction
- C0:
-
Cohesion
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Acknowledgements
This paper authors extend their gratitude to Oil and Natural Gas Corporation Limited (ONGC) and Baker Hughes for their continuous support to make this research work possible and thank ONGC-Mumbai and Centre of Excellence in Well Logging Technology (CEWELL)-Baroda for providing data for this research under the PAN-IIT ONGC project. We thank Mr. Priti Prasad Deo, former executive director of CEWELL of ONGC for his continuous support and valuable discussions. We also thank Prof. M.K. Mishra (National Institute of Technology Rourkela) for his support during the course of experimental work.
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Ambati, V., Mahadasu, N., Koehn, D. et al. Construction of a 3D geomechanical model using integrated workflow to study zones causing subsidence and wellbore instabilities. Geomech. Geophys. Geo-energ. Geo-resour. 7, 83 (2021). https://doi.org/10.1007/s40948-021-00280-3
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DOI: https://doi.org/10.1007/s40948-021-00280-3