Difference between revisions of "Rock-water reaction"
(verbatim from script) |
Cwhitehurst (talk | contribs) |
||
| Line 14: | Line 14: | ||
# Injection or production of fluids at rates exceeding the critical velocity beyond which mobilization of rock fines by mechanical (drag) forces is initiated | # Injection or production of fluids at rates exceeding the critical velocity beyond which mobilization of rock fines by mechanical (drag) forces is initiated | ||
| − | Both the critical salinity | + | Both the critical salinity<ref name=Khilar_etal_1983>Khilar, K. C., and H. S. Fogler, 1983, Water sensitivity of sandstones: Society of Petroleum Engineers Journal, Feb., p. 55-64.</ref> and critical velocity<ref name=Gruesbeck_etal_1982>Gruesbeck, C., and R. E. Collins, 1982, Entrainment and deposition of fine particles in porous media: Journal of Petroleum Technology, v. 34, 847-856.</ref> can be determined from laboratory tests. These two damage mechanisms can exist independently or in combination<ref name=Gabriel_etal_1983>Gabriel, G. A., and G. R. Inamdar, 1983, An experimental investigation of fines migration in porous media: Society of Petroleum Engineers Paper No. 12168.</ref>. Therefore, any system of laboratory tests to evaluate only the influence of salinity on flow impairment must be conducted at rates below the critical velocity. Conversely, the critical velocity will vary depending on whether fluids are chemically compatible with the rock. |
==Factors influencing rock-water reactions== | ==Factors influencing rock-water reactions== | ||
Mineral fines that contribute to [[permeability]] reduction can be composed of clay, quartz, feldspar, or carbonate. Nonclay fines have no significant surface charge, and commercial clay stabilizers will not prevent their migration. Detrital clays forming the rock framework normally have little impact on rock-fluid reactions. Authigenic clays, however, line, fill, or bridge pores. They are exposed to extraneous pore fluids with which they may react (Eslinger and<ref name=Eslinger_etal_1988>Eslinger, E., and D. Pevear, 1988, Clay minerals for petroleum geologists and engineers: Society fo Economic Paleontologists and Mineralogists, Short Course Notes No. 22.</ref>. Expanding clays (smectites and mixed layer clays containing smectites) can reduce cross-sectional areas of pore throats and thus [[permeability]]. More important, as they expand, they often contribute mobile fines. These fines along with illite and kaolinite (which have lesser to no swelling tendency) are the primary maerials that disperse, migrate, bridge, and impair [[permeability]]. | Mineral fines that contribute to [[permeability]] reduction can be composed of clay, quartz, feldspar, or carbonate. Nonclay fines have no significant surface charge, and commercial clay stabilizers will not prevent their migration. Detrital clays forming the rock framework normally have little impact on rock-fluid reactions. Authigenic clays, however, line, fill, or bridge pores. They are exposed to extraneous pore fluids with which they may react (Eslinger and<ref name=Eslinger_etal_1988>Eslinger, E., and D. Pevear, 1988, Clay minerals for petroleum geologists and engineers: Society fo Economic Paleontologists and Mineralogists, Short Course Notes No. 22.</ref>. Expanding clays (smectites and mixed layer clays containing smectites) can reduce cross-sectional areas of pore throats and thus [[permeability]]. More important, as they expand, they often contribute mobile fines. These fines along with illite and kaolinite (which have lesser to no swelling tendency) are the primary maerials that disperse, migrate, bridge, and impair [[permeability]]. | ||
| − | + | ==Problem prevention and correction== | |
Table 1 summarizes potential rock fluid reactions based on knowledge of clays present, damage prevention, and corrective procedures (Kersey, 1986)<ref name=Kersey_1986>Kersey, D. G., 1986, The role of petrographic analyses in the design of non-damaging drilling, completion, and [[stimulation]] programs: Society of Petroleum Engineers Paper No. 14089.</ref>. Prevention is preferred and, when possible, is likely to cost less than correction. | Table 1 summarizes potential rock fluid reactions based on knowledge of clays present, damage prevention, and corrective procedures (Kersey, 1986)<ref name=Kersey_1986>Kersey, D. G., 1986, The role of petrographic analyses in the design of non-damaging drilling, completion, and [[stimulation]] programs: Society of Petroleum Engineers Paper No. 14089.</ref>. Prevention is preferred and, when possible, is likely to cost less than correction. | ||
| − | ==Laboratory tests== | + | ===Laboratory tests=== |
Laboratory tests used to assess rock-water reactions can be grouped into three categories: | Laboratory tests used to assess rock-water reactions can be grouped into three categories: | ||
# Petrographic analysis | # Petrographic analysis | ||
| Line 39: | Line 39: | ||
* [[Wettability]] of fines | * [[Wettability]] of fines | ||
| − | ===Petrographic analysis=== | + | ====Petrographic analysis==== |
Petrographic analysis indicates the potential for [[permeability]] reduction by identifying types, amount, and location of clays and other minerals. (For details on petrographic methods, see the chapters on [[Thin section analysis]] and "SEM, XRD, CL, and XF Methods" in Part 5.) | Petrographic analysis indicates the potential for [[permeability]] reduction by identifying types, amount, and location of clays and other minerals. (For details on petrographic methods, see the chapters on [[Thin section analysis]] and "SEM, XRD, CL, and XF Methods" in Part 5.) | ||
| − | ===Salinity-related tests=== | + | ====Salinity-related tests==== |
Salinity-related tests furnish direct indication of rock-water interaction. They allow evaluation of damage induced by drilling, completion, workover, and injection fluids. Figure 1 illustrates results of a laboratory experiment to evaluate the reaction to reservoir rock with a proposed injection brine. [[Permeability]] was reduced to 20% of its original value after exposure to 20 pore volumes of proposed injected brine. Good reservoir management requires that injected volumes equal produced volumes; therefore, reduced injectivity results in reduced hydrocarbon production rates. | Salinity-related tests furnish direct indication of rock-water interaction. They allow evaluation of damage induced by drilling, completion, workover, and injection fluids. Figure 1 illustrates results of a laboratory experiment to evaluate the reaction to reservoir rock with a proposed injection brine. [[Permeability]] was reduced to 20% of its original value after exposure to 20 pore volumes of proposed injected brine. Good reservoir management requires that injected volumes equal produced volumes; therefore, reduced injectivity results in reduced hydrocarbon production rates. | ||
| Line 51: | Line 51: | ||
When the source and composition of brine to be injected is unknown, water shock tests indicate potential rock damage and present a worse-case scenario. [[Permeability]] of the formation rock to a 0.51-M (3 wt. %) NaCl solution is followed by [[permeability]] to freshwater. Sensitive rocks will show [[permeability]] reduction. Rock-water reaction must be evaluated for all aqueous fluids introduced into the reservoir system. Critical salinity (cation concentration) below which damage occurs, as well as schemes to lower brine concentration stepwise so as to avoid clay damage, can be evaluated in the laboratory. | When the source and composition of brine to be injected is unknown, water shock tests indicate potential rock damage and present a worse-case scenario. [[Permeability]] of the formation rock to a 0.51-M (3 wt. %) NaCl solution is followed by [[permeability]] to freshwater. Sensitive rocks will show [[permeability]] reduction. Rock-water reaction must be evaluated for all aqueous fluids introduced into the reservoir system. Critical salinity (cation concentration) below which damage occurs, as well as schemes to lower brine concentration stepwise so as to avoid clay damage, can be evaluated in the laboratory. | ||
| − | ===Rate-related tests=== | + | ====Rate-related tests==== |
The critical interstitial velocity at which [[permeability]] reduction due to fines migration is initiated can be determined in laboratory tests. These tests simulate the effect of high flow rates that exist near the wellbores of both injection and production wells. Muecke (1979)<ref name=Muecke_1979>Muecke, T. W., 1979, Formation fines and factors controlling their movement in porous media: Journal of Petroleum Technology, v. 31, p. 144-150.</ref> discusses factors controlling fines movement. These include fluids flowing, fines [[wettability]], and interfacial forces. | The critical interstitial velocity at which [[permeability]] reduction due to fines migration is initiated can be determined in laboratory tests. These tests simulate the effect of high flow rates that exist near the wellbores of both injection and production wells. Muecke (1979)<ref name=Muecke_1979>Muecke, T. W., 1979, Formation fines and factors controlling their movement in porous media: Journal of Petroleum Technology, v. 31, p. 144-150.</ref> discusses factors controlling fines movement. These include fluids flowing, fines [[wettability]], and interfacial forces. | ||
| Line 64: | Line 64: | ||
Changes in pH indicate fluid-fluid or rock-fluid reactions; therefore, monitoring of injection and produced water pH should be an integral part of any critical velocity determination. In addition, effectiveness of clay stabilizers should be evaluated as an extension of the critical velocity measurement. | Changes in pH indicate fluid-fluid or rock-fluid reactions; therefore, monitoring of injection and produced water pH should be an integral part of any critical velocity determination. In addition, effectiveness of clay stabilizers should be evaluated as an extension of the critical velocity measurement. | ||
| − | ==Chemical ( | + | ==Chemical (salinity related) fines mobilization== |
Chemically initiated fines migration occurs when authigenic clays are contacted by fluid that (1) has an inadequate total cation (Na<sup>s+</sup>, ''K''<sup>+</sup>, NH<sub>4<sup>+</sup></sub>, Ca<sup>2+</sup>, Mg<sup>2+</sup>, Ba<sup>2+</sup>, and Sr<sup>2+</sup>) concentration to prevent dispersion of formation clays or (2) contains an inadequate percentage of divalent cations (C<sup>a2+</sup> and Mg<sup>2+</sup>), even when total cation concentration is high. Clay dispersion is a complex phenomenon dependent on clay type and quantity and the brine composition of both original formation water and extraneous water. | Chemically initiated fines migration occurs when authigenic clays are contacted by fluid that (1) has an inadequate total cation (Na<sup>s+</sup>, ''K''<sup>+</sup>, NH<sub>4<sup>+</sup></sub>, Ca<sup>2+</sup>, Mg<sup>2+</sup>, Ba<sup>2+</sup>, and Sr<sup>2+</sup>) concentration to prevent dispersion of formation clays or (2) contains an inadequate percentage of divalent cations (C<sup>a2+</sup> and Mg<sup>2+</sup>), even when total cation concentration is high. Clay dispersion is a complex phenomenon dependent on clay type and quantity and the brine composition of both original formation water and extraneous water. | ||
Revision as of 14:15, 10 December 2013
| Development Geology Reference Manual | |
| |
| Series | Methods in Exploration |
|---|---|
| Part | Laboratory methods |
| Chapter | Rock-water reaction |
| Author | Dare Keelan, J. O. Amaefule |
| Link | Web page |
| PDF file (requires access) | |
Near wellbore permeability reduction, that is, formation damage, can result from the interaction of the reservoir rock with extraneous drilling, completion, stimulation, or enhanced recovery fluids. Rockifluid reaction can occur from any of the following operations:
- Mixing of formation water with extraneous brine in which the total cation concentration is below a critical salinity value
- Displacement of one brine by another whose divalent cation concentration is lower than the level required to prevent clay dispersion
- Injection or production of fluids at rates exceeding the critical velocity beyond which mobilization of rock fines by mechanical (drag) forces is initiated
Both the critical salinity[1] and critical velocity[2] can be determined from laboratory tests. These two damage mechanisms can exist independently or in combination[3]. Therefore, any system of laboratory tests to evaluate only the influence of salinity on flow impairment must be conducted at rates below the critical velocity. Conversely, the critical velocity will vary depending on whether fluids are chemically compatible with the rock.
Factors influencing rock-water reactions
Mineral fines that contribute to permeability reduction can be composed of clay, quartz, feldspar, or carbonate. Nonclay fines have no significant surface charge, and commercial clay stabilizers will not prevent their migration. Detrital clays forming the rock framework normally have little impact on rock-fluid reactions. Authigenic clays, however, line, fill, or bridge pores. They are exposed to extraneous pore fluids with which they may react (Eslinger and[4]. Expanding clays (smectites and mixed layer clays containing smectites) can reduce cross-sectional areas of pore throats and thus permeability. More important, as they expand, they often contribute mobile fines. These fines along with illite and kaolinite (which have lesser to no swelling tendency) are the primary maerials that disperse, migrate, bridge, and impair permeability.
Problem prevention and correction
Table 1 summarizes potential rock fluid reactions based on knowledge of clays present, damage prevention, and corrective procedures (Kersey, 1986)[5]. Prevention is preferred and, when possible, is likely to cost less than correction.
Laboratory tests
Laboratory tests used to assess rock-water reactions can be grouped into three categories:
- Petrographic analysis
- Thin sections
- X-ray diffraction
- Scanning electron microscopy (SEM)
- Salinity-related tests
- Liquid permeability
- Depth of damage studies
- Capillary pressure
- Water shock
- Critical cation concentration
- Rate-related tests
- Critical velocity
- Clay stabilizer effectiveness
- Wettability of fines
Petrographic analysis
Petrographic analysis indicates the potential for permeability reduction by identifying types, amount, and location of clays and other minerals. (For details on petrographic methods, see the chapters on Thin section analysis and "SEM, XRD, CL, and XF Methods" in Part 5.)
Salinity-related tests furnish direct indication of rock-water interaction. They allow evaluation of damage induced by drilling, completion, workover, and injection fluids. Figure 1 illustrates results of a laboratory experiment to evaluate the reaction to reservoir rock with a proposed injection brine. Permeability was reduced to 20% of its original value after exposure to 20 pore volumes of proposed injected brine. Good reservoir management requires that injected volumes equal produced volumes; therefore, reduced injectivity results in reduced hydrocarbon production rates.
Capillary (water retentive) properties of rocks are altered by rock-fluid reactions. Capillary curves before and after
exposure to extraneous fluids indicate if rock-fluid reaction has reduced pore sizes. If reduction occurs, retained water saturation is increased (Amaefule and[6]. (For more on capillary pressure, see the chapter on Capillary pressure in Part 5.)
When the source and composition of brine to be injected is unknown, water shock tests indicate potential rock damage and present a worse-case scenario. Permeability of the formation rock to a 0.51-M (3 wt. %) NaCl solution is followed by permeability to freshwater. Sensitive rocks will show permeability reduction. Rock-water reaction must be evaluated for all aqueous fluids introduced into the reservoir system. Critical salinity (cation concentration) below which damage occurs, as well as schemes to lower brine concentration stepwise so as to avoid clay damage, can be evaluated in the laboratory.
The critical interstitial velocity at which permeability reduction due to fines migration is initiated can be determined in laboratory tests. These tests simulate the effect of high flow rates that exist near the wellbores of both injection and production wells. Muecke (1979)[7] discusses factors controlling fines movement. These include fluids flowing, fines wettability, and interfacial forces.
Figure 2 illustrates laboratory data that established a critical flow velocity of 0.3 cm/sec. Beyond this rate, fines were mobilized that bridged at pore throats and resulted in reduced permeability. The pH of the effluent was monitored throughout the test. The constant pH value indicated that no chemical reaction was occurring between the rock and fluid and that viscous forces were the cause of the reduced permeability.
The critical flow velocity is normally obtained by testing a cylindrical sample, with flow parallel to the linear axis. The linear velocity can be scaled to the radial flow condition existing in the wellbore. The scaled data yield the maximum well flow rate in barrels per day that can be tolerated before fines bridging and loss of production rate occurs (Gorman et al., 1989)[8]. These data allow calculation of the radius of the permeability impaired zone and aid in sizing subsequent acid volumes required to clean up the impairment.
Test conditions should mirror the field condition under study. Thus, water injection tests should be made on reservoir rock specimens in which simulated injection brine is flowed in the presence of residual hydrocarbons. Oil or gas production tests should be made by flowing the appropriate hydrocarbon through the rock specimen with interstitial water present. Drag forces are proportional to both rate and viscosity; therefore, flowing fluid viscosities should also model reservoir values.
Changes in pH indicate fluid-fluid or rock-fluid reactions; therefore, monitoring of injection and produced water pH should be an integral part of any critical velocity determination. In addition, effectiveness of clay stabilizers should be evaluated as an extension of the critical velocity measurement.
Chemically initiated fines migration occurs when authigenic clays are contacted by fluid that (1) has an inadequate total cation (Nas+, K+, NH4+, Ca2+, Mg2+, Ba2+, and Sr2+) concentration to prevent dispersion of formation clays or (2) contains an inadequate percentage of divalent cations (Ca2+ and Mg2+), even when total cation concentration is high. Clay dispersion is a complex phenomenon dependent on clay type and quantity and the brine composition of both original formation water and extraneous water.
Clay type
Clay type influences the brine salinity at which clays start to deflocculate. Higher cation exchange capacity clays require higher salinity to prevent clay deflocculation. Smectite, illite, and kaolinite have cation exchange capacity (CEC) values of approximately 100, 20, and 5, respectively, Thus, total brine cation concentration must be higher to prevent smectite dispersion, followed by lesser concentrations for smectite-illite mixed layer clay, illite, and kaolinite clays, respectively.
Chlorite exhibits essentially no water sensitivity. It contains iron and it can react with spent HCl acid if the pH rises above 1.0. A pore-plugging ferric hydroxide precipitate with a hydrated gel-like structure can form unless an oxygen scavenger and iron-chelating or iron-sequestering agents are used.
Brine composition
Cation species and valence, as well as total cation concentration, influence clay swelling and flocculation. Divalent cations are more effective in promoting flocculation than monovalent cations, and small quantities of Ca2+ or Mg2+ have stabilizing effects.
Common monovalent ions include K+, NH4+, H+, and Na+. Sodium (Na+) is the least effective ion in promoting clay stabilization and will increase clay sensitivity if the clays are subsequently exposed to freshwater. Illite and mica are potassium (K+) rich. Their stability requires that K+ be present in injected waters to prevent potassium extraction from illite or friable micaceous sands. Ion extraction can result in dispersable particles (Reed, 1977)[9].
Calcium chloride brine is incompatible with formation or injection brines containing CO32-, HCO3-, or SO42-. Consequently, scale inhibitor must be used or a suitable (normally higher concentration and more costly) substitution of KCl or NH4Cl brines will suffice. Another alternative is to displace the noncompatible water with a slug of KCl or NH4Cl and follow this with CaCl2.
The contact of calcium or potassium fluids with low concentration, spent HF acid used for stimulation of sandstones will also form damaging precipitates. NH4Cl can be used to displace spent HF acid several feet into the formation prior to CaCl2 or KCl treatment, thereby preventing acid reaction with Ca2+ or K+. Conversely, HF acid should not be allowed to contact calcium-bearing minerals such as calcite or dolomite. It is necessary to use HCl as a preflush or cation exchange Ca with an NH4Cl preflush. Only underreaming or fracturing will correct calcium fluoride precipitate damage.
Rate of salinity change
Abrupt changes in salinity shock smectite, mixed layer illite-smectite and chlorite-smectite and to a lesser extent illite. Shock results in clay swelling and permeability decline. Nonswelling kaolinite can also be sensitized by contact with freshwater, which results in fines migration. A stepwise dilution of injection brine reduces total salinity, while maintaining the ratio of divalent to total cations. This gradual change can prevent clay damage (Jones, 1964)[10].
Cation exchange can strip divalent cations from injection waters. If the resultant divalent ion concentration falls below the level required to keep clays flocculated, major permeability impairment will result. Pretreatment of the near-wellbore region with CaCl2 (or KCl or NH4Cl solutions if Ca is not compatible) can prevent subsequent damage. The pretreatment should be of sufficient volume to reach at least 5 ft into the formation.
Water pH
Negative charges exist on clay surfaces, and kaolinite is weakly cemented. Consequently, a repulsive force between quartz and clay promotes clay dispersion and reduced permeability at normal to high pH values. Effects of pH are intensified in low salinity solutions and are less important in high ionic strength solutions. Values of pH greater than 9.0 also result in silica dissolution, with resultant fines release. High pH also promotes formation of oil-water emulsions that reduce flow rate. Thus, it is best to avoid high pH systems.
Temperature effects
The rate of permeability impairment has been summarized and shown to decrease with increasing temperatures up to temperature::200°F when brine flows in the presence of oil. It has also been shown that higher temperatures require higher salt content to stabilize clays when only brine flows. Solubility of quartz increases with temperature, and additional fines can be released and mobilized. It is prudent to make evaluation measurements at temperatures expected to exist at operating conditions.
See also
- Core description
- Introduction to laboratory methods
- Relative permeability
- Paleontology
- Wettability
- Oil and condensate analysis
- Capillary pressure
- Oilfield water analysis
- Permeability
- Thin section analysis
- Overview of routine core analysis
- Core-log transformations and porosity-permeability relationships
- Sem, xrd, cl, and xf methods
References
- ↑ Khilar, K. C., and H. S. Fogler, 1983, Water sensitivity of sandstones: Society of Petroleum Engineers Journal, Feb., p. 55-64.
- ↑ Gruesbeck, C., and R. E. Collins, 1982, Entrainment and deposition of fine particles in porous media: Journal of Petroleum Technology, v. 34, 847-856.
- ↑ Gabriel, G. A., and G. R. Inamdar, 1983, An experimental investigation of fines migration in porous media: Society of Petroleum Engineers Paper No. 12168.
- ↑ Eslinger, E., and D. Pevear, 1988, Clay minerals for petroleum geologists and engineers: Society fo Economic Paleontologists and Mineralogists, Short Course Notes No. 22.
- ↑ Kersey, D. G., 1986, The role of petrographic analyses in the design of non-damaging drilling, completion, and stimulation programs: Society of Petroleum Engineers Paper No. 14089.
- ↑ Amaefule, J. O., K. Wolfe, J. D. Walls, A. O. Ajufo, and E. Peterson, 1986, Laboratory determination of effective liquid permeability in low-quality reservoir rocks by the pulse decay technique: 56th California SPE Regional Meeting of the Society of Petroleum Engineers, Oakland, CA, April 2-4, SPE paper 15149, p. 493-502.
- ↑ Muecke, T. W., 1979, Formation fines and factors controlling their movement in porous media: Journal of Petroleum Technology, v. 31, p. 144-150.
- ↑ Gorman, I., C. Balnaves, J. Amaefule, D. Kersey, and D. Manning, 1989, Gravel packing in poorly lithified reservoirs: Laboratory systems approach to aid decision-making strategies: Society of Petroleum Engineers Paper No. 19477.
- ↑ Reed, M. G., 1977, Formation permeability damage by mica alteration and carbonate dissolution: Journal of Petroleum Technology, Sept., p. 1056-60.
- ↑ Jones, F. O., Jr., 1964, Influence of chemical composition of water on clay blocking of permeability: Petroleum Transactions, AIME, v. 231, p. 441-446,.
External links
| find literature about Rock-water reaction |
|
|
|
|