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This paper presents a comprehensive workflow for determining reservoir compaction and seabed subsidence through a case study on a deepwater gas development in Equatorial Guinea. It shows how a 4-D coupled reservoir geomechanical model can be used to evaluate well integrity risk with reservoir pressure depletion and outlines how the results and findings drive key decisions in the planning of the field development and design of the wells. The workflow includes constructing and calibrating single well geomechanical models that are up-scaled and combined with seismic, structural model and reservoir model to create a field wide 3-D geomechanical model. Coupled numerical simulations with this model provided predictions of geomechanical phenomena for the projected field life with modified Cam-Clay method accounting for pore collapse in the reservoir sands. 4-D coupled simulation results on deformations, fracture gradient, breakout and breakdown mud weights were generated for mitigation of drilling hazards at field scale rather than the more traditional well-by-well analysis. Further numerical simulations of the completion well casing and cement provided well operability risk. The magnitude of compaction in the upper and lower reservoirs was predicted to be several metres, corresponding to maximum and average reservoir strain of 6% and 3%, respectively. The majority of the reservoir compaction was transmitted to the seabed in the form of subsidence due to the thin and soft overburden. The 4-D simulation results were used effectively to visualize well performance risks in different areas of the field which allowed optimisation of well locations and timing of drilling. The mechanical integrity of the completions, well casing and cement were assessed by incorporating the output from the full field model into a near-wellbore model where material strains and plastic deformations were calculated. Impact on well operability was determined by referencing to data from published literatures and other projects. A telescopic contraction joint will be incorporated into the open hole gravel pack lower completion design to protect the completion from damage due to the high axial strain predicted in the string. Loss of production casing annulus cment integrity is also identified to be a risk which is mitigated by careful cement placement to ensure long term barrier integrity. Traditionally for such analyses, either an analytical method based on elastic deformation and lab data or a numerical method decoupled from the reservoir using relatively simple constitutive models are used. Both these approaches could under predict compaction for such unconsolidated formations. Herein, volumetric failure (pore collapse) has been fully accounted for within the model. In this study, utilisation of the latest techniques in advanced 4-D coupled reservoir geomechanical modelling reduce the study time and costs significantly, making it affordable for in-time solutions suitable for decision making to the drilling and completion team.
This paper presents a comprehensive workflow for determining reservoir compaction and seabed subsidence through a case study on a deepwater gas development in Equatorial Guinea. It shows how a 4-D coupled reservoir geomechanical model can be used to evaluate well integrity risk with reservoir pressure depletion and outlines how the results and findings drive key decisions in the planning of the field development and design of the wells. The workflow includes constructing and calibrating single well geomechanical models that are up-scaled and combined with seismic, structural model and reservoir model to create a field wide 3-D geomechanical model. Coupled numerical simulations with this model provided predictions of geomechanical phenomena for the projected field life with modified Cam-Clay method accounting for pore collapse in the reservoir sands. 4-D coupled simulation results on deformations, fracture gradient, breakout and breakdown mud weights were generated for mitigation of drilling hazards at field scale rather than the more traditional well-by-well analysis. Further numerical simulations of the completion well casing and cement provided well operability risk. The magnitude of compaction in the upper and lower reservoirs was predicted to be several metres, corresponding to maximum and average reservoir strain of 6% and 3%, respectively. The majority of the reservoir compaction was transmitted to the seabed in the form of subsidence due to the thin and soft overburden. The 4-D simulation results were used effectively to visualize well performance risks in different areas of the field which allowed optimisation of well locations and timing of drilling. The mechanical integrity of the completions, well casing and cement were assessed by incorporating the output from the full field model into a near-wellbore model where material strains and plastic deformations were calculated. Impact on well operability was determined by referencing to data from published literatures and other projects. A telescopic contraction joint will be incorporated into the open hole gravel pack lower completion design to protect the completion from damage due to the high axial strain predicted in the string. Loss of production casing annulus cment integrity is also identified to be a risk which is mitigated by careful cement placement to ensure long term barrier integrity. Traditionally for such analyses, either an analytical method based on elastic deformation and lab data or a numerical method decoupled from the reservoir using relatively simple constitutive models are used. Both these approaches could under predict compaction for such unconsolidated formations. Herein, volumetric failure (pore collapse) has been fully accounted for within the model. In this study, utilisation of the latest techniques in advanced 4-D coupled reservoir geomechanical modelling reduce the study time and costs significantly, making it affordable for in-time solutions suitable for decision making to the drilling and completion team.
Four wells were successfully drilled and completed, but high drilling fluid densities (1.95 to 1.98 SG) were necessary to maintain wellbore stability in the overburden section immediately above the depleted reservoir. The estimated hydrostatic overbalance from the drilling fluid was approximately 800 bar (11,603 psi) higher than reservoir pressure. A wellbore strengthening technique was selected to seal the calculated 1500 μm fractures induced by these high pressures. This paper highlights the engineering, logistical, and operational challenges encountered while successfully drilling and completing such wells. Geomechanical data was initially acquired, including Young's modulus, Poisson's ratio, and minimum in-situ horizontal stress; and, together with the operational parameters [hole diameter and equivalent circulating density (ECD)], these data were used to estimate fracture width (1500 μm). Subsequently, a drilling fluid system was engineered and customized to seal such fractures, thereby strengthening the wellbore to help minimize losses in the reservoir. The solution was validated at two separate laboratories. Large particulate materials with a D50 of 600 to 2300 μm were used. Improvement opportunities during execution were captured for the next cycle. A total drilling fluid loss of 512 m3 during a 16-hour period was experienced in one well after a drilling liner packoff occurred, and fractures greater than 1500 μm were initiated; however, the liner was successfully cemented in place. The coarse particulate materials (600 to 2300 μm) were mobilized in 500 and 1000 kg bags to minimize deck space requirements on the rig and help facilitate ease of mixing. Rig mixing and pit agitation capacity were important for effective mixing of the fluid system. The application also provided the opportunity to align testing procedures and equipment between the field and laboratory. With increasing reservoir depletion, the potential exists for fracture width increases that can impact the particle size of materials necessary to effectively design a solution. Engineered particulate solutions provided a pathway for sourcing and procuring the necessary wellbore strengthening materials.
Minimizing formation damage is vital for maximizing productivity when an openhole (slotted liner) completion strategy is used, and it is particularly challenging in high temperature wells with bottomhole static temperature approaching 190°C (374°F). A barite-weighted fluid system for such high temperature wells was identified as unsuitable due to lack of ability to remediate via acid treatment. This paper discusses how a customized barite-free non-aqueous drill-in fluid system was used to successfully achieve productivity objectives for three such wells. Based on reservoir and well data provided, a 1.15 to 1.20 sg (9.60 to 10.0 lbm/gal) barite-free, non-aqueous drill-in fluid system was designed using a high density calcium chloride/calcium bromide brine as the internal phase to compensate for the absence of barite as a weighting agent. An engineered acid-soluble bridging package was included to protect the reservoir from excess filtrate invasion and allow for potential remediation by acid treatment at a later stage. The fluid system was subjected to formation response testing, and the results obtained proved satisfactory, confirming the fluid system was suited for drilling the reservoir. A similar solids-free system using higher density brine as the internal phase, was also formulated. This was spotted in the open hole once drilling was completed to help eliminate any potential for solids settling before running the slotted liner. Three wells were successfully drilled and completed. The barite-free system remained stable, allowed for trouble-free fluids-handling and drilling operations, and performed as expected. To aid in minimizing fluid invasion into the reservoir, onsite particle size distribution (PSD) measurements were performed in order to optimize bridging material additions while drilling and enhance efficiency in managing the solids control system. Because of the extremely high bottomhole temperature, a mud cooler was installed to help control the flowline temperature below 60°C (140°F); this helped maintain fluid stability and preserve functionality of downhole tools in this hostile environment. The solids-free system was successfully spotted in the open hole after drilling the section before well completion. This eliminated any settling potential and reduced flowback of solids during production. The recorded productivity of these wells met expectations.
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