Compositions and methods for well completions

Abstract

Incorporation of carbonaceous materials in a cement slurry increases the linear thermal-expansion coefficient of the set cement. When placed in a subterranean well having at least one casing string, cement sheaths with linear thermal-expansion coefficients similar to that of the casing will be subjected to lower compressive and tensile stresses during downhole-temperature changes. Such cement slurries are particularly advantageous in the context of thermal-recovery wells.

Claims

1. A method, comprising: (i) selecting at least one casing string having a casing linear thermal expansion coefficient (LCTE); (ii) preparing a set cement slurry that contains at least one carbonaceous material, and measuring a set cement LCTE of the set cement slurry, wherein the carbonaceous material is one or more members selected from the group consisting of delayed coke, fluid coke, calcined coke, asphalt, charcoal, coal, anthracite, graphite, flake coke, amorphous pitch coke, anode coke, tar coke, metallurgical coke, amorphous graphite, lignite, bituminous coal, subbituminous coal, exinite, vitrinite, intertinite, gilsonite, kolite, needle coke and activated carbon; (iii) comparing the casing LCTE to the set cement LCTE; (iv) if the set cement LCTE is higher than the casing LCTE, and is between 11.Math.10.sup.6/ C. and 15.Math.10.sup.6/ C., proceed to step (v); if not, repeat steps (ii) and (iii) by adjusting the set cement LCTE, such adjustment comprising varying a type, a concentration or a particle size of the at least one carbonaceous material until the set cement LCTE is higher than the casing LCTE and between 11.Math.10.sup.6/ C. and 15.Math.10.sup.6/ C.; (v) installing the casing string in a thermal recovery well; (vi) performing a cementing operation such that the cement slurry is placed adjacent to the at least one casing string, and allowing the cement slurry to set in the thermal recovery well; and (vii) applying heat to the thermal recovery well such that a well temperature varies between 150 C. and 700 C., causing the at least one casing string and the set cement slurry to undergo linear expansion without the formation of a microannulus between the at least one casing string and the set cement.

2. The method of claim 1, wherein the carbonaceous-material concentration is between 10% and 60% by weight of cement.

3. The method of claim 1, wherein the carbonaceous-material particle size is between 1 m and 1200 m.

4. The method of claim 1, wherein the cement slurry further comprises one or more members selected from the group consisting of accelerators, retarders, dispersants, fluid-loss additives, extenders, swellable materials, pozzolans, fibers and antifoam agents.

5. The method of claim 1, wherein the cement slurry density is adjusted by adding one or more members selected from the group consisting of glass microspheres, ceramic microspheres, hematite, ilmenite, barite and manganese tetraoxide.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) FIG. 1 presents two graphs that show how the maximum compressive and tensile stresses in a cement sheath vary with the linear thermal-expansion coefficient of the set cement, when the well temperature is increased linearly from 10 to 250 C.

(2) FIG. 2 presents two graphs that show how the maximum compressive and tensile stresses in a cement sheath vary with the linear thermal-expansion coefficient of the set cement, when the well temperature is increased linearly from 10 to 700 C.

(3) FIG. 3 is a graph showing how the formation of a microannulus between casing and set cement is influenced by the Young's moduli of the formation and the cement sheath.

(4) FIG. 4 is a graph showing how the formation of a microannulus between casing and set cement is influenced by the linear thermal-expansion coefficient of the set cement, and the Young's moduli of the formation and the cement sheath.

DETAILED DESCRIPTION

(5) The invention may be described in terms of treatment of vertical wells, but is equally applicable to wells of any orientation. The invention may be described for hydrocarbon production wells, but it is to be understood that the invention may be used for wells for production of other fluids, such as water or carbon dioxide, or, for example, for injection or storage wells. It should also be understood that throughout this specification, when a concentration or amount range is described as being useful, or suitable, or the like, it is intended that any and every concentration or amount within the range, including the end points, is to be considered as having been stated. Furthermore, each numerical value should be read once as modified by the term about (unless already expressly so modified) and then read again as not to be so modified unless otherwise stated in context. For example, a range of from 1 to 10 is to be read as indicating each and every possible number along the continuum between about 1 and about 10. In other words, when a certain range is expressed, even if only a few specific data points are explicitly identified or referred to within the range, or even when no data points are referred to within the range, it is to be understood that the inventors appreciate and understand that any and all data points within the range are to be considered to have been specified, and that the inventors have possession of the entire range and all points within the range.

(6) Most materials expand when they are heated because, as the temperature increases, the distance between the atoms also increases. Thermal expansion may be expressed in various ways. The linear coefficient of thermal expansion (LCTE) describes the specific linear elongation of a material per unit value of temperature and at a constant pressure. The areal coefficient of thermal expansion (ACTE) relates the change in a material's area dimensions as a function of temperature. The volumetric coefficient of thermal expansion (VCTE) describes the change in volume of a material per unit value of temperature. For exactly isotropic materials, the VCTE is three times the LCTE.

(7) A typical LCTE for a conventional set Portland cement is about 8.Math.10.sup.6/ C., whereas the typical LCTE for carbon steel is about 13.Math.10.sup.6/ C. Thus, when a cement sheath around steel casing is subjected to a thermal load, the dimensions of the cement and casing will change and diverge from each other. In the presence of thermal loads associated with thermal-recovery wells, the dimensional divergence may induce significant mechanical stresses on the cement sheath, leading to the formation of a microannulus, cement-sheath failure in both tensile and compressive modes, or both. The present invention minimizes the aforementioned stresses by providing set cements whose LCTEs are more compatible with the casing LCTE.

(8) The influence of the LCTE on compressive and tensile stresses in a cement sheath is illustrated in FIGS. 1 and 2. Two cement formulations with different Young's moduli were considered in the simulation. The properties of the casing and the formation are given in Table 1. The stresses were calculated for two scenarios: one during which the casing was linearly heated from 10 to 250 C.; the other involving the linear heating of the casing from 10 to 700 C. The time period for both scenarios was 3 days.

(9) TABLE-US-00001 TABLE 1 Formation and casing properties for stress simulations presented in FIGS. 1 and 2. FIGS. 1 and 2 show that, for both cement systems, the compressive and tensile stresses decrease as the LCTE approaches that of the steel-13 .Math. 10.sup.6/ C. Formation properties Density 2300 kg/m.sup.3 Young Modulus 4000 and 9000 MPa Poisson's Ratio 0.425 Thermal Conductivity 1.83 W/(m .Math. K) Specific Heat Capacity 710 J/(kg .Math. K) Linear Thermal Expansion Coefficient 13 .Math. 10.sup.6/ C. Open hole 400.0 mm Inner Casing Material Name Steel Density 8000 kg/m.sup.3 Casing OD 298.45 mm Casing ID 273.61 mm Standoff 80% Young Modulus 200,000 MPa Poisson's Ratio 0.27 Weight 89.29 kg/m Thermal Conductivity 15 W/(m .Math. K) Specific Heat Capacity 500 J/(kg .Math. K) Linear Thermal Expansion Coefficient 13 .Math. 10.sup.6/ C.

(10) FIGS. 1 and 2 also show that compressive and tensile stresses in the cement sheath remain low when the set-cement LCTE exceeds that of the steel casing. Indeed, as shown in FIGS. 3 and 4, the LCTE of the set cement may be significantly higher than that of the casing before deleterious effects occurin the form of microannuli.

(11) Certain properties of the casing, cement and formation are given in Table 2. All other parameters are the same as those described in Table 1.

(12) TABLE-US-00002 TABLE 2 Formation, cement and casing properties for stress simulations presented in FIGS. 2 and 3. Open Hole 216 mm (8.5 in.) Formation Poisson's ratio 0.3 Casing 178 mm (7.0 in.), Young's modulus variable 38.7 kg/m Linear Thermal- 13 .Math. 10.sup.6/ C. Cement Expansion Coefficient Standoff 100% Poisson's ratio 0.15 Young's modulus 4500 or 8500 MPa Temperature 20 to 260 C. in 4 Ramp hours

(13) FIG. 3 is a plot of microannulus width versus rock Young's modulus. The linear thermal-expansion coefficient is significantly higher than that of steel casing50.Math.10.sup.6/ C. Two cement Young's moduli were considered4500 MPa and 8500 MPa. The results show that, as long as the rock Young's modulus is greater than about 33% of the cement Young's modulus, no microannulus will occur.

(14) FIG. 4 is a plot of microannulus width versus the cement linear thermal-expansion coefficient. Three Young's-modulus conditions are considered, whereby the cement and rock Young's moduli are varied. The results show that the microannulus width is not only a function of the cement thermal-expansion coefficient, but also of the ratio between the cement and rock Young's moduli. The results show that a cement thermal-expansion of 20.Math.10.sup.6/ C. is an upper limit beyond which exists a risk of forming a microannulus if there is a large difference between the cement and rock Young's moduli (e.g., a factor of 8 or 9).

(15) The inventors have surprisingly discovered that the thermal-expansion properties of a cement system may be adjusted by incorporating at least one carbonaceous material in the slurry formulation. Preferred carbonaceous materials include (but are not limited to) one or more members of the list comprising delayed coke, fluid coke, calcined coke, asphalt, charcoal, coal, anthracite, graphite, flake coke, amorphous pitch coke, tar coke, anode coke, metallurgical coke, amorphous graphite, lignite, bituminous coal, sub-bituminous coal, exinite, vitrinite, intertinite, fine kolite, activated carbon and gilsonite. Delayed coke may occur in one or more forms, including (but not limited to) shot, sponge, needle, maze, calcined and green. Even more preferred carbonaceous materials are chosen from the list consisting of coke, kolite or coal and mixtures thereof. The most preferred carbonaceous compound to be used being coke.

(16) Embodiments of the invention relate to methods for adjusting the thermal-expansion properties of a cement system for placement in a subterranean well having at least one casing string. The method comprises incorporating a carbonaceous material in the cement system, such that the linear thermal-expansion coefficient of the set cement is higher than that of a set cement not containing the carbonaceous material. Such linear coefficient of thermal expansion being preferably lower than or equal to about 50.Math.10.sup.6/ C. A more preferred linear thermal-expansion-coefficient range is between about 11.Math.10.sup.6/ C. and 20.Math.10.sup.6/ C., and an even more preferred linear thermal-expansion coefficient range is between about 11.Math.10.sup.6/ C. and 17.Math.10.sup.6/ C.

(17) Further embodiments of the invention relate to methods for controlling thermal and mechanical stresses in a cement sheath in a subterranean well. The method comprises installing at least one casing string in the well whose linear thermal-expansion coefficient is known. A cement slurry comprising at least one carbonaceous material is formed such that, after setting, it has a linear thermal-expansion coefficient higher than that of set cement not containing the carbonaceous material. Such linear coefficient of thermal expansion being preferably lower than or equal to about 50.Math.10.sup.6/ C. A more preferred linear thermal-expansion-coefficient range is between about 11.Math.10.sup.6/ C. and 20.Math.10.sup.6/ C., and an even more preferred linear thermal-expansion coefficient range is between about 11.Math.10.sup.6/ C. and 17.Math.10.sup.6/ C. The cement slurry is pumpable and is placed in the well adjacent to the casing string and then allowed to set. Those skilled in the art will recognize that a pumpable cement slurry has a viscosity preferably below about 1000 mPa-s at a shear rate of 100 s.sup.1, throughout the temperature range the slurry will experience during placement in the well.

(18) Yet further embodiments of the invention aim at uses of at least one carbonaceous material to adjust the linear thermal-expansion properties of set cement placed in a subterranean well having at least one casing string. The incorporation of the carbonaceous material allows one to control the thermal and mechanical stresses exerted upon the cement sheath in the well. The cement slurry is formulated such that, after setting, it has a linear thermal-expansion coefficient higher than that of a set cement not containing the carbonaceous material. Such linear coefficient of thermal expansion being preferably lower than or equal to about 50.Math.10.sup.6/ C. A more preferred linear thermal-expansion-coefficient range is between about 11.Math.10.sup.6/ C. and 20.Math.10.sup.6/ C., and an even more preferred linear thermal-expansion coefficient range is between about 11.Math.10.sup.6/ C. and 17.Math.10.sup.6/ C.

(19) For all aspects of the invention, the preferred carbonaceous-material concentration may be between about 10% and about 60% by weight of cement, and preferably between about 11% and 50% by weight of cement, even more preferably between 15% and 40% by weight of cement. The particle-size range of the carbonaceous material may be between about 1 m and 1200 m, preferably between 40 m and 1000 m and more preferably between about 90 m and 800 m.

(20) For all aspects of the invention, the cement may comprise one or more members of the list comprising Portland cement, calcium aluminate cement, fly ash, blast furnace slag, lime-silica blends, geopolymers, Sorel cements, chemically bonded phosphate ceramics, cement-kiln dust and zeolites. In a preferred embodiment, the cement is Portland cement.

(21) The well may be a thermal-recovery well, preferably the well temperature is comprised between 150 C. and 700 C. If the cement slurry comprises Portland cement, silica may be added to prevent strength retrogression at the high temperatures associated with thermal-recovery wells. Depending on the ultimate temperature, the silica concentration may be adjusted such that the calcium oxide-to-silicon dioxide (CaO/SiO.sub.2) ratio is between about 0.6 and 1.2. Such compositions may promote the formation of beneficial calcium-silicate-hydrate minerals such as xonotlite and truscottite. Under these circumstances, the silica concentration in the cement slurry may be between about 20% and 60% by weight of cement, and preferably between about 25% and 45% by weight of cement. The particle size of the silica may vary from 0.1 m to 200 m, preferably from 1 m to 80 m, even more preferably from 2 m to 80 m. In a preferred version, the silica used is silica sand.

(22) The cement slurry may further comprise one or more members of the list comprising accelerators, retarders, dispersants, fluid-loss additives, extenders, swellable materials, pozzolans, fibers and antifoam agents. The cement-slurry density may be adjusted by adding extenders or weighting agents, which include (but are not limited to) glass microspheres, composite microsphere components (such as described in U.S. Pat. No. 7,767,629), ceramic microspheres, hematite, ilmenite, barite, sand, silica and manganese tetraoxide. The density of the cement slurry involved in the various embodiments as described above is preferably from 1100 kg/m.sup.3 to 2300 kg/m.sup.3, more preferably from 1400 kg/m.sup.3 to 1900 kg/m.sup.3 and even more preferably from 1500 kg/m.sup.3 to 1850 kg/m.sup.3.

EXAMPLES

(23) The following examples are not limiting and serve to further illustrate the invention.

Example 1

(24) The influence of various carbonaceous materials on set-cement linear thermal-expansion properties was investigated. The cement-slurry compositions are given in Table 3.

(25) TABLE-US-00003 TABLE 3 Compositions of Cement Slurries Containing Various Carbonaceous Materials Slurry # 1 2 3 4 5 Slurry Density 1900 1833 1660 1650 1780 (kg/m.sup.3) Class G 100 100 100 100 100 Silica Flour 40 35 35 35 (% BWOC) Carbonaceous Coke 42 material Coal 40 (% BWOC) Anthracite 56

(26) The concentrations by weight of the carbonaceous materials were chosen so that their respective volumetric concentrations in the cement matrix were equal20%. The solids volume fractions (SVF) of the slurries were also equal49%. The coke used was delayed petroleum coke having an average particle size of about 90 m; the coal material was fine kolite having an average particle size of about 200 m; the anthracite was having an average particle size of about 180 m. Cement slurries were prepared and cured according to the standard methods given in the following publication: Petroleum and Natural Gas IndustriesCements and Materials for Well CementingPart 2: Testing of Well Cements, International Organization for Standards Publication No. 10426-2. After preparation, the cement slurries were poured into molds with the following dimensions: 30 mm30 mm120 mm. The molds were then placed in curing chambers for one week at a temperature between 35 and 65 C. and at 13.7 MPa pressure.

(27) The LCTEs of the cement systems were then measured by the mechanical-dilatometry technique. The technique and apparatus are described in the following publication: Dargaud B and Boukelifa L: Laboratory Testing, Evaluation, and Analysis of Well Cements, in Nelson E B and Guillot D (eds.): Well Cementing (2.sup.nd Edition) Schlumberger, Houston, USA (2006) 627-658. The set-cement-sample temperature was increased from 20 to 80 C. The heating was performed in 10 C. increments. The duration of each heating increment was one hour. After each heating increment, the sample temperature was held constant for a 3-hour period. The pressure was ambient. The results, presented in Table 4, show that a variety of carbonaceous materials effective increase the LCTE compared to the control (Slurry #1).

(28) TABLE-US-00004 TABLE 4 Linear thermal-expansion coefficients for set cements containing various carbonaceous materials. Slurry # 1 2 3 4 5 Linear 9 10 13 13.5 11 Thermal Expansion Coefficient (.Math.10.sup.6/ C.)

Example 2

(29) Following the experimental protocol described in Example 1, the effect of carbonaceous-material concentration on the set-cement LCTE was studied. In this example, the carbonaceous material was delayed coke, and the cement-slurry compositions are presented in Table 5. The results, presented in Table 6, show that the LCTE increases with the coke concentration.

(30) TABLE-US-00005 TABLE 5 Compositions of cement slurries containing various coke concentrations. Slurry # 6 7 8 9 10 11 Slurry density 1900 1833 1660 1660 1690 1670 (kg/m.sup.3) Class G 100 100 100 100 100 100 cement Silica Flour 40 35 40 35 40 (% BWOC) Carbonaceous 42 43 15 53 material (% BWOC)

(31) TABLE-US-00006 TABLE 6 Linear thermal-expansion coefficients for set cements containing various amounts of coke. Slurry # 6 7 8 9 10 11 Linear Thermal 9 10 13 13 13 15 Expansion Coefficient (.Math.10.sup.6/deg C.)

Example 3

(32) Following the experimental protocol of Example 1, the influence of metallurgical coke particle-size on the set-cement LCTE was studied. Using the composition of Slurry #8 in Example 2, the d.sub.50 of one coke powder was 160 m, and the other was 450 m. As shown in Table 7, the LCTE increased with the d.sub.50 of the coke powder.

(33) TABLE-US-00007 TABLE 7 Influence of coke particle size on linear set-cement thermal-expansion coefficient. Coke powder d.sub.50 160 m 450 m Linear 13 15 Thermal Expansion Coefficient (.Math.10.sup.6/ C.)