1. Field of the Invention
The present invention relates to predicting and modeling changes in capillary pressure and relative permeabilities in a porous medium due to mineral precipitation and dissolution for reservoir simulators or reactive transport codes.
2. Description of the Related Art
In the oil and gas industries, massive amounts of data are required to be processed for computerized simulation, modeling and analysis for exploration and production purposes. For example, the development of underground hydrocarbon reservoirs typically includes development and analysis of computer simulation models of the reservoir, as well as reactive transport models of the reservoir. These underground hydrocarbon reservoirs are typically complex rock formations which contain both a petroleum fluid mixture and water. The reservoir fluid content usually exists in two or more fluid phases. The petroleum phase in reservoir fluids is produced by wells drilled into and completed in these rock formations. The water phase of the reservoir fluid over time changes both the capillary pressure and relative permeabilities of the formation rock.
A geologically realistic model of the reservoir, and the presence of its fluids, also helps in forecasting the optimal future oil and gas recovery from hydrocarbon reservoirs. Oil and gas companies have come to depend on geological models as an important tool to enhance the ability to exploit a petroleum reserve. Thus, it is important that the models formed in reservoir simulation and reactive transport models accurately represent petrophysical parameters of the reservoir over times of interest.
Mineral dissolution and precipitation reactions in subsurface porous media can alter the structure of the pore network and thus significantly impact porosity, permeability, capillary pressure, and relative permeabilities. These effects should be accurately captured in modeling reactive transport (coupled fluid flow and chemical reaction) in reservoirs so that the modeling is more indicative of the fluid content of the reservoir and its movement over times of interest.
Traditionally, reaction-induced changes in permeability have been estimated using empirical relationships, such as the Kozeny-Carmen equation. Relative permeabilities are assumed to be unchanged after mineral precipitation or dissolution, while changes in capillary pressure is approximated by using a Leverett scaling relation. This treatment, however, assumed that mineral dissolution and precipitation reactions occurred in all the pores. So far as is known, the prior art ignored the important fact that for multiphase flow, these reactions actually occur in pores occupied by the water phase of the multiphase flow. As a result, these traditional approaches are applicable to single-phase flow condition only, while multiphase flow occurs very often in oil and gas reservoirs.
Although some have taken into consideration that chemical reactions happen in the aqueous phase when dealing with a permeability change, practical approaches to accurately estimate effects of mineral dissolution and precipitation reactions on multiphase flow properties are not yet, so far as is known, available.
In Mezghani, (U.S. Published Application No. 2014/0350860) determining capillary pressure in a basin/reservoir is disclosed. Well log data is obtained that includes permeability log data, porosity log data, water saturation log data, and oil saturation log data. A processing methodology is described to obtain the capillary pressure of the reservoir or basin. Measures known as Thomeer parameters for a multi-pore system of a Thomeer model are determined by evaluating an objective function that measures the mismatch between the well log data and modeled data having the Thomeer parameters as input. The objective function is iteratively evaluated using linear equality constraints, linear inequality constraints, and nonlinear equality constraints until convergence criteria are met. The effects of mineral dissolution and precipitation reactions on multiphase flow properties are not taken into account.
Chen (U.S. Pat. No. 7,567,079) relates to determining capillary pressure and relative permeability. However, the determination is in connection with core plugs taken from formations, rather than in connection with reservoir simulation or reactive transport codes. Montaron (U.S. Pat. No. 7,716,028) discloses a system which uses a wettability logging tool to obtain data for generation of a three dimensional wettability map in connection with modeling a reservoir. O'Meara (U.S. Pat. No. 7,054,749) deals with determining reservoir parameters such as fluid volumes, fluid contacts and permeability in geological subsurface models. Georgi (U.S. Pat. No. 7,825,659) shows techniques for adjusting grain size of pore-scale geometric models of an earth formation by matching nuclear magnetic resonance (NMR) distribution from the model to measured NMR distribution data obtained from NMR well logs such as shown in FIGS. 1 and 2 of the drawings. Hustad (U.S. Published Application 2010/0114506) involves determining capillary pressures in a multi-phase fluid reservoir. However, in each of the foregoing references as in the Mezghani reference, the effects of mineral dissolution and precipitation reactions on multiphase flow properties are not taken into account.
Briefly, the present invention provides a new and improved computer implemented method of determining a model of capillary pressure and relative permeability changes in formation rock of a subsurface earth formation during reservoir simulation by a computerized reservoir simulator, the capillary pressure and relative permeability changes being due to mineral reactions of the formation rock as a result of fluid flow in the formation, the model being based on measures of initial capillary pressure and relative permeability of the formation rock. The method computer implemented forms a measure of initial pore size distribution and pore volume of the formation rock based on the measures of initial capillary pressure and relative permeability of the formation rock. Water saturation measures of the formation rock determined in the reservoir simulation are monitored for a water saturation value Sp at which mineral reactions occur in the formation rock. A ratio is determined of pore volume after mineral reactions occur to the initial pore size volume of the formation rock, and a modified measure of rock permeability after mineral reactions of the formation rock is determined. A modified measure of capillary pressure and relative permeabilities of the formation rock after mineral reactions of the formation rock is also determined. The determined modified measures of rock permeability, capillary pressure and relative permeabilities are transferred to the reservoir simulator.
The present invention also provides a new and improved data processing system determining a model of capillary pressure and relative permeability changes in formation rock of a subsurface earth formation during reservoir simulation by a computerized reservoir simulator, the capillary pressure and relative permeability changes being due to mineral reactions of the formation rock as a result of fluid flow in the formation, the model being based on measures of initial capillary pressure and relative permeability of the formation rock at a time step during the reservoir simulation. The data proceeding system includes a memory storing the measures of initial capillary pressure and relative permeability of the formation rock. The data processing system also includes a processor which forms a measure of initial pore size distribution and pore volume of the formation rock based on the measures of initial capillary pressure and relative permeability of the formation rock, and monitors water saturation measures of the formation rock determined in the reservoir simulation for a water saturation value Sp at which mineral at which mineral reactions occur in the formation rock. The processor determines a ratio of pore volume after mineral reactions occur to the initial pore size volume of the formation rock, and determines a modified measure of rock permeability after mineral reactions of the formation rock. The processor also determines a modified measure of capillary pressure of the formation rock after mineral reactions of the formation rock. The processor transfers the determined modified measures of rock permeability and capillary pressure to the reservoir simulator.
The present invention further provides a new and improved data storage device having stored in a non-transitory computer readable medium computer operable instructions for causing a data processing system to determine a model of capillary pressure and relative permeability changes in formation rock of a subsurface earth formation during reservoir simulation by a computerized reservoir simulator, the capillary pressure and relative permeability changes being due to mineral reactions of the formation rock as a result of fluid flow in the formation, the model being based on measures of initial capillary pressure and relative permeability of the formation rock at a time step during the reservoir simulation, the instructions stored in the data storage device cause the data processing system to form a measure of initial pore size distribution and pore volume of the formation rock based on the measures of initial capillary pressure and relative permeability of the formation rock. The instructions also cause water saturation measures of the formation rock determined in the reservoir simulation to be monitored for a water saturation value Sp at which mineral reactions occur in the formation rock. The instructions cause a ratio to be determined of pore volume after mineral reactions occur to the initial pore size volume of the formation rock, and a modified measure of rock permeability after mineral reactions of the formation rock is determined. A modified measure of capillary pressure of the formation rock after mineral reactions of the formation rock is also caused to be determined. The instructions cause the determined modified measures of rock permeability and capillary pressure to be transferred to the reservoir simulator.
The application file contains at least one drawing executed in color. Copies of this patent application publication with color drawings will be provided by the Patent and Trademark Office upon request and payment of the necessary fee.
In the drawings, a flowchart F (
The modeling of changes in capillary pressure and relative permeabilities may be performed in conjunction with a number of computer implemented reservoir simulators implemented in the data processing system D. A suitable simulator is shown schematically at R (
Other reservoir simulators such as those known as POWERS and GigaPOWERS of the type described in the literature may also be used. See, for example articles by Dogru, A. H., et al.: “A Parallel Reservoir Simulator for Large-Scale Reservoir Simulation,” SPE Reservoir Evaluation & Engineering Journal, pp. 11-23, 2002, by Dogru, A. H. et al., “A Next-Generation Parallel Reservoir Simulator for Giant Reservoirs,” SPE 119272, proceedings of the 2009 SPE Reservoir Simulation Symposium, The Woodlands, Tex., USA, Feb. 2-4, 2009 and by Dogru, A. H., Fung, L. S., Middya, U., Al-Shaalan, T. M., Byer, T., Hoy, H., Hahn, W. A., Al-Zamel, N., Pita, J., Hemanthkumar, K., Mezghani, M., Al-Mana, A., Tan, J., Dreiman, T., Fugl, A, Al-Baiz, A., “New Frontiers in Large Scale Reservoir Simulation,” SPE 142297, Proceedings of the 2011 SPE Reservoir Simulation Symposium, The Woodlands, Tex., USA, Feb. 21-23, 2011.
It should be understood that the present invention is also suitable for use with other reservoir simulators as well. As noted, the modeling of changes in capillary pressure and relative permeabilities may be performed in conjunction with a number of computer implemented reactive transport models implemented as also shown schematically at R (
According to the present invention, a methodology illustrated schematically in the flow chart F of
Set forth below for ease of reference and understanding is a listing of the nomenclature used in the Equations which express the physical relationships between the various parameters and measurements used in data processing steps and analysis according to the present invention:
Considering the methodology shown in the flow chart F more in detail, as indicated at step 20, input data required for processing according to the present invention are read into the data processing system D. Such data includes an initial capillary pressure (Pc) curve, a measure of total permeability (K), relative permeability curves of wetting phase (Krw) and non-wetting phase (Krg) used for multiphase flow calculations. The reservoir rock, capillary pressure curve and relative permeability curves input data read in and stored during step 20 are obtained by using either experimental or other conventional techniques, such as literature data, pore network modeling, or the like. The values so obtained are commonly used as inputs into multi-phase flow models.
During step 22, a capillary tube model is formed. The pore space of a porous medium so formed is conceptualized as cylindrical capillaries with a continuous distribution of radius. A given capillary can be either water filled or completely dry, depending on the saturation state of the medium. With this geometric idealization, the capillary pressure-water saturation curve can be interpreted to represent continuous cumulative pore-size distributions.
Next, in step 24, a value of an empirical parameter m used according to the present invention is determined. A suitable method of such determination is by computerized fitting the initial capillary curve stored as a result of step 20 to a function of water saturation S. A suitable such function of water saturation S is as follows:
S=[1+(αh)n]−m (1)
where S is water saturation; h is capillary pressure head; and each of α, n and m are empirical parameters. The parameters n and m are related, as
The fitting during step 24 may, for example, be according to the techniques described in “A Closed-Form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils”, Soil Soc. Am. J., Vol. 44, p. 892-898, Van Genuchten (1980). Such a model is applicable for capillary pressure and relative permeability (before chemical reactions), however it should be understood that other models may also be used.
Step 26 is performed to determine measures relating to pore parameters before and after mineral reaction whether precipitation or dissolution. Details of step 26 are shown in more detail as steps 28, 30 and 32 in
Step 28 (
where θ is wetting-phase content (the ratio of wetting-phase volume to the corresponding bulk volume of a porous medium), p refers to the time when precipitation/dissolution stars to occur, and subscripts s and r refer to saturated and residual values for θ.
During step 30 (
In the foregoing processing during step 30, θreaction is positive for precipitation, negative for dissolution.
In step 32 (
δ=βχ (4)
where χ is an empirical parameter which is set equal to a suitable empirical value. A suitable such value according to the present invention is 4.5, based on “A permeability-change relationship in the dry out zone for CO2 injection into saline aquifers”, International Journal of Greenhouse Gas Control, (Liu et al., 2013).
After steps 28, 30 and 32 of step 26 are performed, selectively modified pore size distributions for the rock sample are determined during step 34 (
Step 36 involves forming an adjusted capillary tube model according to the techniques performed during step 22, but based on the adjusted or modified pore size distributions resulting from step 34.
Step 40 follows step 36 and involves determination of new values for the pore sample of interest of new values for the measures of the formation rock model capillary pressure (Pc) curve, a measure of total permeability (K), and relative permeability curves for the model. The new values are then stored in the data processing system D for use in connection with the reservoir simulation/reactive transport modeling by the data processing system D. The new values are also available for display. Details of step 40 are shown in
Considering the processing during step 40 more in detail (
where ζ, representing rock tortuosity is defined as ζ=1−Sp+δ2Sp.
During step 46, a new capillary pressure curve S is determined in the data processing system D. Processing during step 46 takes two forms depending on whether the mineral reaction takes the form of precipitation or, alternatively, dissolution. In the case of the mineral reaction being precipitation, the new capillary pressure curve S is determined during step 46 according to
where h0 is the initial capillary pressure at saturation S.
In the case of the mineral reaction being dissolution, processing during step 46 in the data processing system D first determines two threshold saturations S1 and S2 as follows:
S1=[1+(αhp/δ)n]−m
S2=[1+(αhpδ)n]−m
where hp=h0(Sp).
The new capillary pressure curve determined during step 46 when the mineral reaction is dissolution is then as follows:
S=[1+(αhδ)n]−m, when 0≤S<S1
S=[1+(αhδ)n]−m+[1+(αh)n]−m−Sp, when S1≤S<S2
S=[1+(αh)n]−m, when S2≤S≤1 (7)
Next, processing during step 40 proceeds to step 48 in order to determine a new relative permeability of water according to the following relations based on water saturation S:
where f(S)=1−(1−S1/m)m and Kw0 and K0 are the initial water permeability and total permeability before mineral alteration.
Processing step 50 involves determining a new relative permeability of gas according to the following relations based on water saturation S:
where Kg0 and K0 are the initial gas permeability and total permeability before mineral alteration.
Step 52 is then performed by the data processing system D to update the total permeability, capillary pressure and relative permeability for use in connection with the reservoir simulation/reactive transport modeling by the data processing system D. Processing begins again at step 20 in the next time step in reservoir simulation after time step iteration during step 42 (
As illustrated in
The computer 100 is accessible to operators or users through user interface 106 and is available for displaying output data or records of processing results obtained according to the present invention with an output graphic user display 108. The output display 108 includes components such as a printer and an output display screen capable of providing printed output information or visible displays in the form of graphs, data sheets, graphical images, data plots and the like as output records or images.
The user interface 106 of computer 100 also includes a suitable user input device or input/output control unit 110 to provide a user access to control or access information and database records and operate the computer 100. Data processing system D further includes a database 112 of data stored in computer memory, which may be internal memory 104, or an external, networked, or non-networked memory as indicated at 116 in an associated database server 120.
The data processing system D includes program code 122 stored in non-transitory memory 104 of the computer 100. The program code 122 according to the present invention is in the form of computer operable instructions causing the data processor 102 to perform modeling of changes in capillary pressure and relative permeabilities in a porous medium due to mineral precipitation and dissolution in reservoir simulation according to the present invention in the manner that has been set forth.
The computer memory 104 also contains stored computer operating instructions in the non-transitory form of the pore network module P, the Reservoir Simulator/Reactive Transport Modeling Module R, and also the data from database 112 being manipulated and processed by the processor 102.
It should be noted that program code 122 may be in the form of microcode, programs, routines, or symbolic computer operable languages that provide a specific set of ordered operations that control the functioning of the data processing system D and direct its operation. The instructions of program code 122 may be stored in memory 104 of the data processing system D, or on computer diskette, magnetic tape, conventional hard disk drive, electronic read-only memory, optical storage device, or other appropriate data storage device having a computer usable non-transitory medium stored thereon. Program code 122 may also be contained on a data storage device such as server 120 as a non-transitory computer readable medium, as shown.
The data processing system D may be comprised of a single CPU, or a computer cluster as shown in
In order to test the methodology of the present invention for determining changes of capillary pressure and relative permeabilities due to mineral precipitation and dissolution, pore network models were formed and used to compute capillary pressure and relative permeabilities in an oil-water flow system. The pore network model took the form of a constrained set of parameters that mimic the wetting state of a reservoir which is being processed by reservoir simulation or reactive transport modeling.
The three-dimensional models so used are realistic 3D pore-networks extracted from pore-space reconstruction methods and from computerized tomographic (CT) images that are geometrically and topologically equivalent to the pore structures of a formation rock, in this case, Berea sandstone sample. The example network model N is composed of 12,349 pore bodies (or nodes) and 26,146 pore throats (or bonds). Each pore in the network model N is assigned a regular shape (triangle, star, or circle) based on the shape factor which best matches that of the real pore shape.
An example pore network N so formed by the pore network module P in the data processing system D is shown in
An initial capillary pressure curve as a function of water saturation 60 formed according to the numerical experiment described above and as initial capillary pressure curve 62 formed according to Van Genuchten are shown in
In order to determine a reasonable value for the parameter m, the data processing system D fits the capillary pressure curve in
Next, as part of the numerical experiment, a condition of another first flood from initial water-saturated condition to a target water saturation of 50% was modeled in the pore network module P. The bonds and nodes that are filled with water were identified in the pore network model N when water saturation reaches Sw=50%. Subsequently, the radii of these bonds and nodes were modified by a factor of δ according to Equation (3) and (4).
A second approach was also taken to modify the pore radii of all pores and throats in the pore network model N. A condition of the modified pore network models being flooded again with oil starting from 100% water saturation was modeled to determine a new capillary pressure curve and relative permeability curves. The indicated triangles and dots in plots of porosity as a function of permeability ratio of
In the traditional approach where precipitation happens in all pores and throats, permeability in the indicated region 80 of
It was determined that a modified Liu et al. (2013) model of the type mentioned above captures this phenomenon adequately as shown by the solid line 84 in
The dashed lines in each of
In
In summary, the comparisons described above in connection with
The pore space of a porous medium is conceptualized as cylindrical capillaries with a continuous distribution of radii r. A given capillary can be either water-filled or completely dry, depending on the saturation state of the medium. With this geometric idealization, the capillary pressure-water saturation curve can be interpreted to represent continuous cumulative pore-size distributions (PSD). In a given portion of the porous medium (in computational terms this would be a cell within the modeled domain), at any time the water content is known. Due to precipitation/dissolution, the pore volume will change and thus the capillary pressure curve changes also. The maximum radius up to which pores are water-filled and therefore affected by mineral reactions can be determined from the capillary pressure curve.
Before mineral dissolution/precipitation, the relative permeability parameter kr can be expressed according to Mualem, Y., 1976, “A New Model for Predicting the Hydraulic Conductivity of Unsaturated Porous Media Water Resources Research 12,” pp. 513-522.
where h is the capillary pressure head, given as a function of effective wetting-phase saturation,
where θ is wetting-phase content (the ratio of wetting-phase volume to the corresponding bulk volume of a porous medium), and subscripts s and r refer to saturated and residual values for θ.
The saturation can be related to pressure head by the previously cited van Genuchten article as:
S=[1+(αh)n]−m (12)
where α, n and m=1−1/n are empirical parameters.
Using Equation (10) and Equation (12), relative permeability as a function of saturation S can be expressed as:
The ratio of pore volume after chemical reactions to that when reaction just starts, β, is defined with the present invention as:
For simplicity, the present invention approximates the ratio of the hydraulic radius (for a pore after precipitation) to its original radius to be a power function of the corresponding volume ratio.
δ=βχ (15)
where χ is an empirical parameter equal to 4.5, as described. From the petrophysical properties determined in the foregoing manner, the present invention permits determination of further petrophysical properties, as described below.
The hydraulic radius is changed from r to δr for S≤Sp, while maintained unchanged for S>Sp, where Sp is the water saturation when mineral precipitates. Since capillary pressure is proportional to 1/r, the new capillary pressure is:
where h0 is the initial capillary pressure at saturation S. This means that capillary pressure is increased by a factor of 1/δ for S≤Sp, while maintains unchanged for S>Sp. It is noted that the new h-S curve is not continuous at S=Sp. This is essentially because of the fact that mineral precipitation only happens in the water phase where S≤Sp.
In the case of dissolution, the sizes of the small pores initially occupied by water increase, and become larger than the previously large pores. Thus the pores need to be rearranged in term of pore sizes in order to determine the new capillary pressure curve. The two threshold saturations between which pore sizes need to be rearranged in the new capillary curve are:
where hp=h0(Sp)
The new capillary pressure curve is
S=[1+(αhδ)n]−n, when 0≤S<S1 (17)
S=[1+(αhδ)n]−m+[1+(αh)n]−m−Sp, when S1≤S<S2
S=[1+(αh)n]−m, when S2≤S≤1
Considering that precipitation occupies pore spaces filled by water, the new permeability after precipitation is
where Sp is the saturation when precipitation happens.
Using the mathematical relation according to the van Genuchten method described above, f(S) representing the radius-weighted volume of water occupied pores is determined as:
From this with the present invention it is possible to obtain
In the model of Liu et al. (2013), the tortuosity factor was modified to take into account the fact that precipitation in a fraction of pore space could impact the tortuosity factor corresponding to the term S1/2.
where ζ=1−Sp+δ2Sp. This is the relationship for permeability change owing to precipitation according to the present invention.
When S≤Sp
where ζ=δ2S for Kw
where ζ=S for Kw0
Kw0 and K0 are the initial water permeability and total permeability before mineral alteration. [alteration?] Thus
When S>Sp,
Thus,
Here, the tortuosity factor is
ζ=S−Sp+δ2Sp for Kw
ζ=S for Kw0
This is the relationship for permeability change owing to precipitation according to the present invention.
In the case of dissolution, the present invention has when 0≤S<S1:
when S1≤S<Sp:
Thus,
when Sp≤S<S2:
when S2≤S≤1:
Thus,
In practice, the relative permeability change in the dissolution case can be approximated using the same equations as in the precipitation case. Results show that the approximation is satisfactory (
When S>Sp
Kg0 and K0 are the initial gas permeability and total permeability before mineral alteration.
When S≤Sp
Thus,
This is the relationship between relative permeability of the non-wetting phase and precipitation according to the present invention.
In the case of dissolution, the relative permeability change of gas can also be approximated using the same equations as in the precipitation case. Again, results show that the approximation is satisfactory (
Pore network modeling was conducted on Berea sandstone to verify the new method. As described above, the modeling results are satisfactorily predicted and modeled by the methodology according to the present invention. The present invention allows for significant enhancement of accuracy in reservoir simulation and reactive transport modeling. Potential applications of the methodology according to the present invention include predicting the impacts of CO2 injection on reservoir property evolution, the impacts of acidizing fluids on reservoir porosity and permeability (wormholes), the effects of water composition on oil recovery efficiency using ‘smart water’, and pre-drill prediction of reservoir quality.
The present invention thus can be seen to provide a continuum-scale method to describe effects of mineral precipitation and dissolution on multiphase flow properties (capillary pressure and relative permeabilities) in porous media. Specifically, the methodology provides a capability to determine and model changes of capillary pressure, permeability and relative permeabilities in reservoir simulators due to mineral precipitation or dissolution in a multi-phase flow system. The related parameters are either model input or intermediate modeling results for calculating multi-phase flow in reservoir simulators, so there is no need to define new parameters in reservoir simulators or reactive transport codes.
The invention has been sufficiently described so that a person with average knowledge in the matter may reproduce and obtain the results mentioned in the invention herein Nonetheless, any skilled person in the field of technique, subject of the invention herein, may carry out modifications not described in the request herein, to apply these modifications to a determined structure, or in the manufacturing process of the same, requires the claimed matter in the following claims; such structures shall be covered within the scope of the invention.
It should be noted and understood that there can be improvements and modifications made of the present invention described in detail above without departing from the spirit or scope of the invention as set forth in the accompanying claims.
Number | Name | Date | Kind |
---|---|---|---|
4644283 | Vinegar et al. | Feb 1987 | A |
4648261 | Thompson et al. | Mar 1987 | A |
4743854 | Vinegar et al. | May 1988 | A |
4893504 | O'Meara, Jr. et al. | Jan 1990 | A |
5663499 | Semmelbeck et al. | Sep 1997 | A |
5828981 | Callender et al. | Oct 1998 | A |
6008645 | Bowers et al. | Dec 1999 | A |
6021662 | Moulu et al. | Feb 2000 | A |
6484102 | Holmes | Nov 2002 | B1 |
6792354 | O'Meara, Jr. | Sep 2004 | B1 |
7054749 | O'Meara, Jr. | May 2006 | B1 |
7072809 | Egermann et al. | Jul 2006 | B2 |
7257490 | Georgi et al. | Aug 2007 | B2 |
7333892 | Egermann et al. | Feb 2008 | B2 |
7356413 | Georgi et al. | Apr 2008 | B2 |
7363161 | Georgi et al. | Apr 2008 | B2 |
7567079 | Chen et al. | Jul 2009 | B2 |
7716028 | Montaron et al. | May 2010 | B2 |
7765091 | Lee et al. | Jul 2010 | B2 |
7825659 | Georgi et al. | Nov 2010 | B2 |
8195399 | Gladkikh et al. | Jun 2012 | B2 |
8909508 | Hurley et al. | Dec 2014 | B2 |
9081117 | Wu et al. | Jul 2015 | B2 |
9134457 | Hurley et al. | Sep 2015 | B2 |
20020173915 | Egermann et al. | Nov 2002 | A1 |
20060047432 | Egermann et al. | Mar 2006 | A1 |
20060273788 | Georgi et al. | Dec 2006 | A1 |
20060276969 | Georgi et al. | Dec 2006 | A1 |
20060287201 | Georgi et al. | Dec 2006 | A1 |
20070276639 | Montaron et al. | Nov 2007 | A1 |
20080120034 | Georgi et al. | May 2008 | A1 |
20080208539 | Lee et al. | Aug 2008 | A1 |
20080221800 | Gladkikh et al. | Sep 2008 | A1 |
20080303520 | Chen et al. | Dec 2008 | A1 |
20100076738 | Dean et al. | Mar 2010 | A1 |
20100114506 | Hustad | May 2010 | A1 |
20110082678 | Algive | Apr 2011 | A1 |
20120065888 | Wu et al. | Mar 2012 | A1 |
20120221306 | Hurley et al. | Aug 2012 | A1 |
20120232859 | Pomerantz et al. | Sep 2012 | A1 |
20120275658 | Hurley et al. | Nov 2012 | A1 |
20130231907 | Yang et al. | Sep 2013 | A1 |
20140214379 | Bethke et al. | Jul 2014 | A1 |
20140350860 | Mezghani et al. | Nov 2014 | A1 |
20150039275 | Mikhailov et al. | Feb 2015 | A1 |
Entry |
---|
Genuchten, “A Closed-form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils”, Soil Science Society of America Journal, 1980, pp. 892-898, vol. 44, No. 5, Soil Science Society of America Journal. |
Liu et al., “A permeability-change relationship in the dryout zone for CO2 injection into saline aquifers”, international Journal of Greenhouse Gas Control, 2013, pp. 42-47, vol. 15, Elsevier. |
Yechezkel, “A New Model for Predicting the Hydraulic Conductivity of Unsaturated Porous Media”, Water Resources Research, 1976, pp. 513-522, vol. 12, No. 3, The American Geophysical Union. |
International Search Report and Written Opinion for related PCT application PCT/US2016/065818 dated Mar. 9, 2017. |
Miri et al., “New insights on the physics of salt preciptitation during injection of CO2 into saline aquifers”, International Journal of Greenhouse Gas Control, 2015, pp. 10-21, vol. 43, Elsevier. |
Number | Date | Country | |
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20170169139 A1 | Jun 2017 | US |