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Prediction of Formation Pressure Based on Numerical Simulation of in Situ Stress Field: A Case Study of the Longmaxi Formation in the Nanchuan Area, Eastern Chongqing, China

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Fractures play a vital role in the exploration and development of shale oil and gas by providing effective space for shale reservoirs and significantly improving the fluid flow capability. Core observations, microscopic analyses of thin sections, scanning electron microscopy, and Formation MicroScanner Imaging (FMI) were used to determine the types, causes of formation, and development characteristics of the fractures in lacustrine shale reservoirs in the lower part of the Paleogene Shahejie Formation (Es3) in the Zhanhua Depression, Bohai Bay Basin, eastern China. X-ray diffraction (XRD) analysis, total organic carbon (TOC) measurements, and porosity and permeability measurements were used to study the controlling factors of the fractures in the shale reservoirs, and to analyze the impact of the fractures on the shale reservoirs properties and subsequent exploration and development. The studied shale reservoir mainly displays tectonic fractures as well as various types of non-tectonic fractures. The non-tectonic fractures mainly include over-pressure fractures, diagenetic fractures, inter-layer bedding fractures, and fractures of mixed origins. In the study area, the tectonic fractures which were formed under the combined action of tensile and shear stress display the following characteristics. The dip angle of the tectonic fractures varies significantly. Unfilled or half-filled effective fractures have a high proportion. These fractures are mainly oriented in the NE–SW, NNE–SSW, and WNW–ESE directions, with fractures in the NE–SW direction accounting for the highest proportion. The tectonic and non-tectonic fracture development is affected by multiple types of factors such as the presence of faults, mineral composition, lithology, abnormal pressure and organic matter content. Abnormally high pore pressure is a very important factor in the development of non-tectonic fracture. It is inferred that the over-pressure is mainly related to hydrocarbon generation during thermal evolution. Fractures effectively improve the porosity and permeability of the shale reservoirs, and the enhancement of permeability is particularly significant. The current stress field affects the fluid flow capability of the fracture reservoirs, and the present maximum principal stress in Zhanhua Depression is oriented in the NEE–SWW direction, which has a small angle with fractures in NE–SW direction. We propose that the fractures in this direction have the greatest connectivity and thus are a high-priority target for petroleum exploration and development.
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This paper presents an evaluation of two fundamentally different stress models: an elastic model, which is based on linear transverse isotropic elasticity, and a failure model, which is based on the concept that rocks are in an equilibrium state of shear failure. The models arc evaluated by using physical parameters measured on core, pore pressure, and in-situ stress data from the Gas Research Institute (GRI) Staged Field Experiments (SFE's) in east Texas. It is shown that the elastic and failure models provide satisfactory predictions for most of the lithologies encountered. However, the failure model is more accurate for predicting stress in soft shales. An example of stress predictions based on log-derived elasticity parameters that gives stress estimations comparable to core-based predictions is also shown.
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Think of the money that could be put to better use if we could predict the depth below which commercial production will not be found. It has been suggested that the magic level in geopressured areas is where log resistivity ratios exceed 3.50. The theory offered here, with the hope that it will be carried further, is that the limiting ratio is a function also of overburden stress gradient. Introduction In 1965, Hottman and Johnson presented a method for predicting geopressure magnitudes by using resistivity predicting geopressure magnitudes by using resistivity and sonic log data. This technique has received wide acceptance even though the prediction charts were based only on data concerning Tertiary Age sediments in the Gulf Coast area. It was specifically pointed out that these techniques were applicable only in areas where the generation of geopressures is primarily the result of compaction in response to the stress of overburden. Compaction caused by overburden stress was described classically in a soil mechanics book by Terzaghi and Peck in 1948. With a vessel containing a spring and a fluid, they simulated the compaction of clay that contained water. Overburden stress was simulated by a piston, as in Fig. 1. It was shown that the overburden stress, S, was supported by the stress in the spring, , and the fluid pressure, p. Thus, the long-accepted equation of equilibrium was p. Thus, the long-accepted equation of equilibrium was established. S = + p...................................(1) If Fig. 1 and Eq. 1 are studied, it is obvious that if S is increased and the fluid is allowed to escape, or must increase while p remains as hydrostatic pressure. However, if the fluid cannot escape, p must also increase as S is increased. Hubbert and Rubey published a comprehensive treatment of this theory as related to sedimentary rock compaction. They showed that as the overburden stress is increased as a result of burial, the porosity of a given rock is decreased. Therefore, some fluid that was once in the pores of a given formation was later squeezed out by compaction. In many such cases, there is no escape route for the fluid, and thus the fluid becomes overpressured according to Eq. 1. This happens in many areas, and such generated overpressured zones are often called "abnormal" pressure zones or "geopressure" zones. Hottman and Johnson recognized the main significance of the preceding theory and developed a very useful relationship between electrical log properties and geopressures. They reasoned that since rocks are more resistive to electrical current than is formation water, a well compacted shale containing less water (because the water has escaped) is more resistive than a less compacted shale containing more water (one in which the water has not escaped to the same degree). Also, they reasoned that a sequence of normally compacted sediments (in which water is free to escape) should have a normally increasing resistivity trend. They substantiated this when they plotted resistivities from actual well logs. Any resistivity decrease from the well established normal trend indicates the, presence of abnormally high-pressured zones. Empirical data from well tests and logs were used to develop a correlation of the pore pressure gradient as a function of the resistivity departure ratio (see Fig. 2). JPT P. 929
Article
INTRODUCTION Many Tertiary basins in the world have undergone rapid sedimentation of clastic rocks, including floods of volcanic ash with montmorillonite. Lenticular-shale or sand bodies that are capped by impervious montmorillonite or carbonate layers are unable to expel the connate water, oil, and gases entrapped within and, as a result, become undercompacted and overpressured when deeply buried by continued deposition of sediments. Pressures within these lenticular, entrapped sedimentary zones can range as high as 95% of the overburden load and frequently exceed 70%. Prediction of these overpressured zones from surface sources prior to drilling a well through them can aid in preventing dangerous and expensive blowouts. Prediction can aid in designing casing and drilling fluid programs to permit safe penetration of these zones and continue drilling to reservoir rocks at greater depths. INTERPRETATION OF VELOCITY ANALYSES In the course of a seismic reflection survey, a general practice is to use common depth point (CDP) profiling. The many closely spaced source and receiver positions produce a large number of ray paths to common reflection points that permit the calculation of root-mean-square velocities for each reflection event and time. Fig. 1 illustrates a typical CDP velocity analysis with points representing all of the time/velocity pairs determined by applying normal moveout corrections and summing the trace amplitudes. The range of velocities used in the analysis includes those associated with primaries, multiples, and other coherent events. The amplitude of these types of events is not a discriminating parameter in the interpretation of velocity analyses. It is not uncommon for multiples to be several times stronger than primary events at the same reflection time. Therefore, it is essential that all coherent events be represented by a time/velocity pair. On this display, even those pairs represented by a mere dot are necessary to a proper interpretation. The columns at the right are graphs of the polarity with amplitude and dips of the events in milliseconds per CDP spread and direction of dip. The listing shows the selected RMS velocity file, two-way time, dip and direction, and amplitude and polarity for the highest amplitude events per 100-millisec gate. It is preferable to use the complete set of values unlimited by amplitude discrimination. COMPARISON OF SEISMIC RECORD SEDTION, WELL DATA, AND SEISMIC VELOCITY INTERPRETATION A portion of a seismic record section is shown in Fig. 2 illustrating the location of the wellbore, the sonic log of the well on the left, and a pseudosonic log derived from an interpretation of the CDP velocity analysis near the well location on the right. One can correlate the reflection events to velocity contrasts on both sonic logs. Of particular interest is the high contrast at 2.55 seconds, which was predicted as a significant overpressured zone at 11,005 ft from the seismic data and was encountered in the well at a slightly greater depth of 11,042 ft. The predicted formation pressure was 8321 psi requiring 14.5 lb/gal drilling fluid.
Article
The horizontal compressive stress orientations for Mandapeta field in Krishna-Godavari (K-G) basin had been calculated from borehole breakout data using four-arm dipmeter caliper logs. The minimum horizontal stress magnitude for Mandapeta field was calculated from pore pressure data using poroelastic equation. Three-dimensional (3-D) stress modeling using finite element analyses has been carried out for layered sediments and faulted layered sediments in the Mandapeta sub-basin. The length and width of the models are chosen as 5 km and 2 km respectively. Vertical depths of models are considered for sediments at depth 2 km to 5 km. This paper presents a numerical study of stress distributions (contours and trajectories) around fault models of layered geometries, submitted to overburden and unequal horizontal compressive loads. Reorientation and magnitude variation of in-situ stresses near faults and stress discontinuities across faults are observed. Changes in the stress patterns are observed at the interfaces between sediments due to faulting and sediment-basement layers due to contrast in elastic constants. Remarkable stress gradients are observed between the sediment and basement. Magnitudes of normal component of stress decrease near the faulting whereas shear stress magnitudes increase at the faulting site. There is increase of horizontal principal stresses in the downthrown faulted layers. The maximum horizontal principal stress rotates about 90° just adjacent to the fault. Fluid flow at depth of oil reservoir could be indirectly influenced by the stress contours and by geometries of the stress trajectories. Fluid migration in low permeability reservoir may occur in response to mean stress gradients induced by the tectonic loading. The areas of high mean stress gradient are located at the interface between sediment and basement whereas the areas of low mean stress gradient is exactly coinciding with the areas of upper sediments.
Article
Well log analysis has been carried out to evaluate resistivity and density log data of about seven wells distributed over 3.5 sq. km area of Rangamati, Raniganj coalfield, India. Geological logs of these boreholes have recorded occurrence of four major consistent coal seams (A, B, C and D) at different depths, varying between 52 to 200 m in the area. Cleat volume/porosity ranges from 1% to about 3% in this area. Vertical stress magnitude ranges from 0.55 to 4.59 MPa from 52 to 202 m and increases with depth. The gradient of vertical stress magnitude decreases within coal seams compared to the stress gradient at roof and floor of the same seams. A methodology is proposed for estimation of permeability for a macro-cleat system of coal from well log derived porosity and from known cleat spacing from Rangamati area. Permeability value ranges from 0.5 md at a depth of 193–200 m to 18 md at a shallower depth of 45–53 m while vertical stress decreases from 4.566 MPa to 1.254 MPa respectively. Permeability values of four coal seams have been correlated with effective horizontal stress to infer the maximum horizontal stress orientation.
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