Physical and mechanical properties of fractured sandstone reservoir present as significant anisotropy. Resistivity logging is used to evaluate oil bearing property of sandstone reservoir in production practices. Obvious deviation of resistivity value emerges in resistivity logging of fractured sandstone reservoir, which induces adverse effect on accurate evaluation of oil bearing property of reservoir. Cores in three directions along principal ground stresses were obtained with directional coring technique. Young's moduli of intact rock, Poisson's ratios of rock with fracture, and normal stiffness of fracture surface were gained through experiments of rock mechanics. Fracture spacing was determined by core observation and electrical imaging logging. Considering occurrence and mechanical properties of fracture, computing formulas of effective porosity in fractured sandstone reservoir were derived based on poroelasticity. Lithology coefficient and porosity index along three directions of principal ground stress were determined through experiments base on Archie's formula. Finally, oil saturation of fractured sandstone reservoir was computed. A practical example was given to show application of the new method provided in this study. Results indicate that effective porosity and oil saturation in fractured sandstone reservoir have remarkable anisotropy. The new method shown in this study can be used to improve computing accuracy of oil saturation.
Fractured sandstone reservoir, Resistivity, Effective porosity, Anisotropy, Oil saturation
Oil saturation is the basic data to judge reservoir quality and adjust development scheme. Mechanical and electrical properties of fractured sandstone reservoir have remarkable anisotropic feature. Resistivity logging is used to evaluate petroliferous property of fractured sandstone reservoir in practical production process. However, resistivity in fractured sandstone reservoir shows a significant deviation, which induces errors of petroliferous property evaluation. Fracture, a type of discontinues, which cause relatively greater differences of Young's modulus, Poisson ratio, effective porosity and permeability along different directions in reservoir. And ultimately induce the anisotropy of petroliferous property. Many scholars have researched the fractures and influence of fracture on logging data. Normal electrical probe was used to detect damage zones and discontinues, to diagnose internal structure, and to characterizes centimeter or millimeter cracks in concrete [1,2]. Permeability of fractured reservoir is not merely the function of geometry of fractures, which more dependent on stress state of reservoir [3]. Effects of anisotropy of reservoir on resistivity were investigated [4]. Electrical parameters of 71 tight sandstone samples under different effective stress were determined [5]. Cracks in coal bed markedly affect parameters of resistivity logging series [6]. A normalized resistivity formula of rock was introduced to compute gas saturation of fractured tight sandstone reservoir, which improved the double-porosity model [7]. Artificial fractures were produced in three rock samples to imitate tectonic fractures. Resistivities of fracture with different aperture were determined, which were used to fit formula between resistivity of fracture and resistivity of original core [8]. Effects of fractures on seepage capability of reservoir were studied of fractured sandstone reservoir in Tarim basin [9]. Occurrence of fracture has remarkable effects on P wave propagation [10]. A method used to compute oil saturation of fractured sandstone reservoir is needed. This study described the method considering effects of fractures on petroliferous property. In principal ground stress space, anisotropy of mechanical and electrical properties was obtained through experiments and analytical derivation. Young's modulus, Poisson ratio, effective porosity of intact rock, and normal stiffness of fracture were determined by rock mechanics experiments. Resistivity of rock mass cored from reservoirs was investigated with rock physical experiments. Ultimately, a formula based on Archie's formula was derived, which reflected the anisotropy of oil saturation in fractured sandstone reservoir. The method can be adopted to reduce logging cost and assess petroliferous property of fractured sandstone reservoir.
Large size cores were taken out from deep strata by directional coring method，and small size samples conducted rock mechanical experiment drilled from them, as shown in Figure 1. Young's moduli in three principal ground stress directions, E1s, E2s, E3s, were determined by triaxial compressive experiments in which rock samples without fracture were used. Six Poisson's ratios μij (i, j = 1, 2, 3) were determined through rock samples with fracture.
Rock samples with fracture were chosen to conduct the experiments used to determine the normal stiffness Kf of fracture in sandstone reservoir. As shown in Figure 2, σn was acted in direction of perpendicular to fracture surface, and closure displacements of fracture were monitored in loading process. Normal stiffness Kf was obtained through definition formula Kf = σn/δn.
Orientation of principal ground stresses can be obtained by analyzing collapse orientation or induced fractures of borehole wall. Magnitude of the minimum principal ground stress was obtained from fracture pressure values of hydraulic fracturing. Vertical ground stress can be calculated with Eq. (1).
σv = ∑i=1nρighi (1)
Where σv is vertical ground stress, MPa; ρi is density of formation rock, g/cm3; g is gravitational acceleration, 9.8 m/s2; hi is thickness of formation, m.
Maximum principal ground stress and minimum principal ground stress can be obtained with Eq. 2 and Eq. 3. [11,12]
σH = E1−μ2εH+μE1−μ2εh+μ1−μ(σv−αpp)+αpp (2)
σh = μE1−μ2εH+E1−μ2εh+μ1−μ(σv−αpp)+αpp (3)
Where σH is the maximum principal ground stress, MPa; σh is the minimum principal ground stress, MPa; pp is pore pressure of reservoir, MPa; E is Young's modulus of rock, MPa; μ is Poisson's ratio, dimensionless; σv is vertical stress, MPa; α is Biot coefficient; εH is strain in the direction of maximum principal stress, dimensionless; εH is strain in the direction of minimum principal stress, dimensionless.
Principal ground stress space can be determined by the directions of three principal ground stresses, as shown in Figure 3. 1, 2, 3 axes represent maximum principal ground stress, intermediate principal ground stress, and minimum principal ground stress, respectively. Included angle between dip of fracture surface and direction of maximum principal ground stress is α. Dip angle of fracture surface is β. Fracture spacing is sf.
Young's modulus of rock mass can be calculated with Young's modulus of matrix, normal stiffness of fracture surface, and fracture spacing. The calculation expression is as follow [13,14].
1Erockmass,i = 1Ematrix,i+1Kfracture,isfracture,i (i = 1,2,3) (4)
Where Erockmass,i is Young's modulus of rock mass in i direction, MPa; Ematrix,i is Young's modulus of intact rock in i direction, MPa; Kfracture,i is normal stiffness of fracture surface, N/m; sfracture,i is fracture spacing, m.
Dip and dip angle of fracture are α and β, respectively. Direction cosines of normal direction areas follow
⎧⎩⎨⎪⎪l = cosαsinβm = sinαsinβn = cosβ (5)
According to elastic theory of porous media and Terzaghi principle, strain in three directions of principal ground stresses can be derived as Eq. (6)
εi = 1E[(σi−pp)−μ(σj+σk−2pp)] (i,j,k = 1,2,3) (6)
Where εi is strain in i direction, dimensionless; σi, σj, σk are stresses in i, j, k direction, respectively, MPa; E is Young's modulus of fractured sandstone, MPa; μ is Poisson's ratio of fractured sandstone, dimensionless; pp is pore pressure of fractured sandstone reservoir, MPa.
Effective porosity in three directions of ground stresses were derived with definition of effective porosity and Eq. (4)-Eq. (6). The effective porosity in three directions of ground stresses are as follow
ϕ1p = ϕ0+E1s+KfsfcosαsinβE1sKfsfcosαsinβ(μ12+μ13)(σ1−pp) (7)−E2s+KfsfsinαsinβE2sKfsfsinαsinβ(1−μ23)(σ2−pp)−E3s+KfsfcosβE3sKfsfcosβ(1−μ32)(σ3−pp)
ϕ2p = ϕ0−E1s+KfsfcosαsinβE1sKfsfcosαsinβ(1−μ13)(σ1−pp) (8)+E2s+KfsfsinαsinβE2sKfsfsinαsinβ(μ21+μ23)(σ2−pp)−E3s+KfsfcosβE3sKfsfcosβ(1−μ31)(σ3−pp)
ϕ3p = ϕ0−E1s+KfsfcosαsinβE1sKfsfcosαsinβ(1−μ12)(σ1−pp) (9)−E2s+KfsfsinαsinβE2sKfsfsinαsinβ(1−μ21)(σ2−pp)+E3s+KfsfcosβE3sKfsfcosβ(μ31+μ32)(σ3−pp)
Where ϕ1p is effective porosity in direction of maximum principal ground stress, dimensionless; ϕ2p is effective porosity in direction of intermediate principal ground stress, dimensionless; ϕ3p is effective porosity in direction of minimum principal ground stress, dimensionless; ϕ0 is initial effective porosity of fractured sandstone reservoir, dimensionless; E1s is Young's modulus of intact sandstone in the direction of maximum principal ground stress, MPa; E2s is Young's modulus of intact sandstone in the direction of immediate principal ground stress, MPa; E3s is Young's modulus of intact sandstone in the direction of minimum principal ground stress, MPa; α is included angle between dip direction of fracture and maximum principal ground stress, º; β is dip angle of fracture surface, º; Kf is normal stiffness of fracture surface, MPa•m-1； sf is fracture spacing, m; μij （i, j = 1, 2, 3）represents compressive strain in direction j generated by tensile stress in direction i, dimensionless; pp is pore pressure of fractured sandstone reservoir, dimensionless; σ1 is maximum principal stress, MPa; σ2 is intermediate principal stress, MPa; σ3 is minimum principal stress, MPa; Arranging vertical stress σv, maximum horizontal principal ground stress σH, minimum horizontal principal ground stress arrange in order of magnitude, and assigning maximum value to σ1, intermediate value to σ2, minimum value to σ3.
Resistivity of fractured sandstone reservoir in three directions of principal ground stresses was obtained through Archie's formula [15,16].
Ri0 = aiRw/(ϕip)mii = 1,2,3 (10)
where, Ri0 is resistivity of fractured sandstone reservoir in three directions of principal ground stresses saturated by water, Ω⋅m ; ai is lithology factor in three directions of principal ground stresses, dimensionless; mi (i = 1,2,3) is porosity index in three directions of principal ground stresses, dimensionless; ϕip is effective porosity in three directions of principal ground stresses, dimensionless; Rw is resistivity of formation water, Ω⋅m. Lithology coefficient ai (i = 1,2,3) and porosity index mi (i = 1,2,3) can be determined through experiments. Using Young's moduli E1s, E2s, E3s of intact sandstone, Poisson's ratio of fractured sandstone in reservoir, normal stiffness of fracture surface Kf, and fracture spacing sf, effective porosity ϕ0, lithology index ai (i = 1,2,3) and porosity index mi (i = 1,2,3) of fractured sandstone reservoir can be calculated. Ri0 (i = 1,2,3) in three directions of principal ground stresses were gained with Eq. (10). Cores in three directions of principal ground stresses were adopted to determine the resistivity of formation water. Resistivity at different effective porosity ϕip were determined, and curve of (Ri0/Rw)−ϕip were plotted through least square method. Lithology coefficient ai (i = 1,2,3) and porosity index mi (i = 1,2,3) in three directions of principal ground stresses can be obtained by the curve.
Oil saturation of fractured sandstone reservoir in three directions of principal ground stresses can be computed by Eq. (11).
Siog = 1−(biRi0Rit)1ni (11)
Where Ri0 is resistivity of fractured sandstone reservoir in three directions of principal ground stresses saturated by water, Ω⋅m ; Rit is resistivity of petroliferous fractured sandstone reservoir in three directions of principal ground stresses, Ω⋅m; bi (i = 1,2,3) is experimental fitting parameters, dimensionless; ni (i = 1,2,3) is experimental fitting parameters, dimensionless. Resistivity Rit of fractured sandstone with different water saturation Siw (i = 1,2,3) were calculated. (Rit/Ri0)−Sis (i = 1,2,3) curve used to calculated oil saturation at different effective porosity was fitted out with least square method.
Taking representative oil-bearing rock (big sample) and coring small samples along three directions of principal ground stresses in big sample. Washing off crude oil with organic solvent and saturating these small samples with formation water, then flooding small samples with kerosene. Monitoring water saturation Siw ( i = 1,2,3) and corresponding resistivity Rit. Plotting (Rit/Ri0)−Siw (i = 1,2,3 ) curve and fitting with least square method, determining parameters bi, ni (i = 1,2,3) with curve. As shown in Figure 4, formation with a set of tectonic fracture at depth range from 6600 m to 6800 m, effective porosity in three directions of principal ground stresses have significant anisotropy. And corresponding oil saturation also have conspicuous anisotropy in three directions of principal ground stresses, as shown in Figure 5.
Fractures in sandstone reservoir have significant effects on physical, mechanical, and electrical properties of rock mass in reservoir. In this study, analytical and experimental approaches were used to compute oil saturation of fractured sandstone reservoir. Fractures can induce conspicuous anisotropy in physical, mechanical, and electrical properties in sandstone reservoir, which finally affects the accuracy of petroliferous property evaluation. Normal stiffness of fracture is an important factor to affect the electrical property of reservoir. Analytical derivation was conducted in space of principal ground stress, considering a set of tectonic fracture. Engineering example indicates that effective porosity and oil saturation along three directions of principal ground stress have remarkable anisotropy. The method provided in this paper can be used to compute oil saturation in fractured sandstone reservoir.