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After decades of a continuous improvement of the plug and perf technology for horizontal wells and especially the shaped charges employed, operators nowadays have the choice between a variety of shaped charge designs. As a guidance to choose the optimal charge, this snapshot examines the influence of shale rock type and shaped charge design on the tunnel created in the reservoir rock during perforation. Tests were conducted in an API Section II Test environment, simulating in-situ downhole conditions. Specifically, the investigation focused on the characteristics of the contact surface and the induced fracture network resulting from different perforation charges, each with its own distinctive tunnel geometry. Three different shaped charge designs were tested on various shale targets. This included equal entrance hole charges, maximum formation contact, and oriented perforation tailored charges. To assess the impact of the formation rock on the results, test shots were made on Marcellus, Mancos, and Lotharheiler, which is similar to the Haynesville or Eagle Ford, shale cores. The analysis included CT scans to identify tip fractures and to examine the shape of the tunnel as well as conventional core analysis. Additionally, newly formed fractures within the rock and on the surface of the perforation tunnel were identified. The test results indicate that both the charge type and the rock type significantly influence the tunnel geometry and fracture network. Although all charges created roughly the same entrance hole diameter in the casing, variations in tunnel length and contact surface as well as in the newly created fractures were observed. Notably, the shape of the tunnel deviated strongly from the theoretical assumed cylindrical or conical tunnel. Doglegs, as well as cavities were detected at many tunnel tips, which change the overall stress field at the tunnel wall. To determine which rock parameters are relevant, the cores underwent analysis in an external laboratory to assess their petrophysical properties for further correlation analysis. From a practical perspective shale rock proved to be a challenging target rock due to its high anisotropy and significant differences in rock strength between targets of the same formation. Additionally, the target cores were prone to cracking during the rock preparation process. Therefore, this study should be considered as a snapshot and conclusions drawn from this set of tests should be approached cautiously and account for these circumstances. Our study provides insights into the dependency of the perforation result on the type of shale and charge design. Depending on the combination of the perforation technique and the characteristics of the rock formation, distinct fracture networks and tip deviations are formed. This improved understanding will help to identify the best perforation strategy tailored to the specific reservoir rock's unique properties.
After decades of a continuous improvement of the plug and perf technology for horizontal wells and especially the shaped charges employed, operators nowadays have the choice between a variety of shaped charge designs. As a guidance to choose the optimal charge, this snapshot examines the influence of shale rock type and shaped charge design on the tunnel created in the reservoir rock during perforation. Tests were conducted in an API Section II Test environment, simulating in-situ downhole conditions. Specifically, the investigation focused on the characteristics of the contact surface and the induced fracture network resulting from different perforation charges, each with its own distinctive tunnel geometry. Three different shaped charge designs were tested on various shale targets. This included equal entrance hole charges, maximum formation contact, and oriented perforation tailored charges. To assess the impact of the formation rock on the results, test shots were made on Marcellus, Mancos, and Lotharheiler, which is similar to the Haynesville or Eagle Ford, shale cores. The analysis included CT scans to identify tip fractures and to examine the shape of the tunnel as well as conventional core analysis. Additionally, newly formed fractures within the rock and on the surface of the perforation tunnel were identified. The test results indicate that both the charge type and the rock type significantly influence the tunnel geometry and fracture network. Although all charges created roughly the same entrance hole diameter in the casing, variations in tunnel length and contact surface as well as in the newly created fractures were observed. Notably, the shape of the tunnel deviated strongly from the theoretical assumed cylindrical or conical tunnel. Doglegs, as well as cavities were detected at many tunnel tips, which change the overall stress field at the tunnel wall. To determine which rock parameters are relevant, the cores underwent analysis in an external laboratory to assess their petrophysical properties for further correlation analysis. From a practical perspective shale rock proved to be a challenging target rock due to its high anisotropy and significant differences in rock strength between targets of the same formation. Additionally, the target cores were prone to cracking during the rock preparation process. Therefore, this study should be considered as a snapshot and conclusions drawn from this set of tests should be approached cautiously and account for these circumstances. Our study provides insights into the dependency of the perforation result on the type of shale and charge design. Depending on the combination of the perforation technique and the characteristics of the rock formation, distinct fracture networks and tip deviations are formed. This improved understanding will help to identify the best perforation strategy tailored to the specific reservoir rock's unique properties.
In-situ stress is generally regarded as one of the most crucial factors controlling hydraulic fracture characteristics. Fracture propagation is expected to be perpendicular to the minimal horizontal stress. However, microseismic monitoring results of deep shale gas reservoirs in the Sichuan Basin indicate that the stimulated reservoir volume (SRV) shows various propagation patterns and asymmetric geometry. The growth of SRV is not strongly related to the minimal principal stress direction. In deep shale, high principal stress difference reduces fracture complexity, while the well-developed natural fractures/faults further complicate the fracture propagation process. In this study, we examine what dictates the SRV of deep shale gas reservoirs via field data, experimental results, and numerical simulation results analyses. Microseismic monitoring data from different fractured horizontal wells penetrated and surrounded by large-scale natural fractures/faults are analyzed by comparing the detected events with natural fracture/fault interpretation maps. In the experiment review, the cubic and cylindrical samples were cut from shale outcrops similar to the target formation rock. The pumping rate ranges from 9.78 to 45 mL/min. The highest horizontal principal stress difference can reach 17 MPa. The resulting fracture geometry is revealed by opening the samples for fracture description and performing 3D reconstruction. Results show that the microseismic data points tend to overlap with the interpretated natural fractures/faults, indicating that hydraulic fractures are arrested by natural fractures/faults. This phenomenon causes overstimulation along the large-scale natural fractures/faults, making the rest of reservoir volume unstimulated. The azimuth of the stimulated reservoir volume (SRV) is also consistent with natural fracture/fault azimuth. Here, the large-scale natural fractures/faults serve as major conduits for fracturing fluid flow, inducing fracture hits and well interactions, and reducing the stimulation efficiency. Small-scale fractures that are not interpreted in the fracture/fault interpretation map make the fracture geometry become more complex than bi-wing-planar fractures. In the case where the natural fractures/faults are parallel to the horizontal wellbore, T-shaped data point distribution can be observed, suggesting that parallel natural fractures/faults significantly limit the expansion of SRV. If the hydraulic fracture is not connected to the above types of natural fractures, microseismic monitoring results indicate that a simple primary hydraulic fracture is likely to be created due to the high horizontal principal stress difference. For the experiments, without natural fractures, hydraulic fractures appear to propagate simply along the maximum horizontal stress direction even the horizontal principal stress difference is zero. Hydraulic fracture propagation is dominated by natural fractures for samples with preexisting fractures. Increasing the pumping rate and lowering fluid viscosity may not able to generate complex fracture networks as well. If the frac-refrac strategy is applied, the local stress state can be changed, leading to the enhancement of fracture complexity. Numerical simulation results show that the increment in horizontal principal stress simplifies the fracture geometry even the main fracture connects existing natural fractures. The findings of this study allow for optimization of fracturing treatment design in deep shale gas reservoirs.
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