COMBINED CARBON DIOXIDE DISPOSAL AND FRESHWATER PRODUCTION FROM A SALINE AQUIFER

Abstract

A method and a system for sequestering carbon dioxide (CO.sub.2) while producing freshwater are provided. An exemplary method includes producing saline water from a saline aquifer, desalinating at least a portion of the saline water, producing freshwater and waste brine, mixing waste CO.sub.2 with the waste brine forming a brine/CO.sub.2 mixture, and injecting the brine/CO.sub.2 mixture into the saline aquifer.

Claims

1. A method for sequestering carbon dioxide (CO.sub.2) while producing freshwater, comprising: producing saline water from a saline aquifer; desalinating at least a portion of the saline water, producing freshwater and waste brine; mixing waste CO.sub.2 with the waste brine forming a brine/CO.sub.2 mixture; and injecting the brine/CO.sub.2 mixture into the saline aquifer.

2. The method of claim 1, comprising providing the freshwater to an agricultural site.

3. The method of claim 1, comprising providing the freshwater to operators of a plant facility.

4. The method of claim 1, comprising: producing electricity from a solar power plant; providing the electricity to desalinate the saline water; providing the electricity to mix the waste CO.sub.2 with the waste brine to form the brine/CO.sub.2 mixture; and providing the electricity to inject the brine/CO.sub.2 mixture.

5. The method of claim 1, comprising dissolving the waste CO.sub.2 into the waste brine, wherein the brine/CO.sub.2 mixture comprises a solution.

6. The method of claim 1, comprising balancing the pressure in the saline aquifer between a pressure loss from producing the saline water from the saline aquifer and a pressure gain from injecting the brine/CO.sub.2 mixture.

7. The method of claim 1, comprising injecting the brine/CO.sub.2 mixture into the saline aquifer under a cap rock.

8. The method of claim 1, comprising layering the brine/CO.sub.2 mixture into the saline aquifer under the saline water.

9. The method of claim 8, wherein the saline aquifer does not comprise a cap rock.

10. A system for sequestering carbon dioxide (CO.sub.2) while producing freshwater, comprising: a production well drilled to a saline aquifer to produce saline water; a desalination plant to produce freshwater from the saline water produced from the saline aquifer, and form a waste brine; a mixing plant to mix waste CO.sub.2 with the waste brine, to form a brine/CO.sub.2 mixture; and an injection well drilled to the saline aquifer to inject the brine/CO.sub.2 mixture into the saline aquifer.

11. The system of claim 10, wherein the production well is a pre-existing well in an oilfield.

12. The system of claim 10, wherein the injection well is a pre-existing well in an oilfield.

13. The system of claim 10, comprising an injection pump to inject the brine/CO.sub.2 mixture into the saline aquifer.

14. The system of claim 10, comprising a solar power plant to provide electricity to the desalination plant and the mixing plant.

15. The system of claim 14, wherein the solar power plant comprises photovoltaic cells.

16. The system of claim 14, wherein the solar power plant comprises reflectors that focus sunlight on a boiler.

17. The system of claim 10, comprising a freshwater distribution system to provide the freshwater to users.

18. The system of claim 10, comprising a CO.sub.2 pipeline to provide the waste CO.sub.2 to the mixing plant.

19. The system of claim 10, comprising an atmospheric extraction plant to extract the waste CO.sub.2 from the atmosphere and provide the waste CO.sub.2 to the mixing plant.

20. The system of claim 10, wherein the mixing plant comprises a continuous stirred tank reactor comprising a CO.sub.2 sparger.

21. The system of claim 10, wherein the mixing plant comprises multiple stages that contact waste brine with CO.sub.2.

22. The system of claim 10, comprising a sparger placed in the saline aquifer.

Description

BRIEF DESCRIPTION OF DRAWINGS

[0006] FIG. 1 is a schematic diagram of a CO.sub.2 disposal facility.

[0007] FIG. 2 is a process flow diagram of a method for sequestering carbon dioxide while producing freshwater from a saline aquifer.

[0008] FIG. 3 is a simplified process flow diagram of a mixing plant that could be used in embodiments.

DETAILED DESCRIPTION

[0009] Embodiments described herein provide a method and a system for producing freshwater from water withdrawn from a saline aquifer while sequestering carbon dioxide (CO.sub.2) in the same saline aquifer. This is performed by injecting the CO.sub.2 into the saline aquifer in a mixture with the waste brine from the water purification process. The process may be powered by a co-located solar plant. The method is useful for inland, arid areas in equatorial geography that have ample sunlight and are short of fresh water.

[0010] While the integrated plant would be located in an area of suitable geology, the saline aquifer does not need to have a trapping configuration that would generally be needed for positively buoyant fluids such as hydrocarbons or pure CO.sub.2, as the CO.sub.2 may be dissolved in the waste brine from the freshwater production. Further, the disclosed techniques do not require seawater, so the integrated plant can be located inland wherever suitable geology exists, thus avoiding clash with other surface infrastructure.

[0011] Further, the waste brine from the desalination plant, which is mixed with the waste CO.sub.2, is reinjected into the same reservoir as it was initially removed. Thus, the pressure increase that would be caused by the injection of the CO.sub.2 is balanced by the pressure depletion from the removal of water during the desalination process. In addition to providing sequestration of CO.sub.2, a number of other benefits obtained that are relevant to arid inland locations that typify equatorial regions. Specifically, the techniques produce freshwater and may lower power draw from external sources by utilizing a co-located solar energy plant.

[0012] The techniques described may provide long-term geological sequestration of CO.sub.2, for example, for thousands of years, in an energy efficient manner. Further, the techniques produce freshwater for public consumption or agricultural use. The facility can be located in remote inland locations such as deserts to avoid existing civil infrastructure and can use solar energy as a primary source to drive the process. The complete process described by this invention is summarized in FIG. 1.

[0013] FIG. 1 is a schematic diagram of a CO.sub.2 disposal facility 100. The CO.sub.2 disposal facility 100 includes a saline water production well 102, a desalination plant 104, a mixing plant 106, an injection pump 108, and a brine injection well 110. The CO.sub.2 disposal facility 100 may also include a solar power plant 112.

[0014] The saline water production well 102 is drilled through a cap rock layer 114 to a saline aquifer 116. Salinity of reservoirs, such as a saline aquifer 116, in geological basins is variable from one basin and reservoir to another, but is typically in a range of about 35,000 mg/L, or approximately the same salinity as seawater, up to about 70,000 to 100,000 mg/L, considered hypersaline. These fluids would be produced from the reservoir via drilled wells. If the initial reservoir pressure is above hydrostatic, that is, higher than the pressure of a water column to the reservoir depth, then the reservoir waters may flow naturally to surface. Otherwise, a pump system may be required, such as an Electric Submersible Pump, to lift the reservoir water to surface.

[0015] Saline water, for example, water with total dissolved solids (TDS) of about 500 mg/L to about 250,000 mg/L, or about 10,000 mg/L to about 40,000 mg/L, or about 35,000 mg/L is produced from the saline aquifer 116. Assuming the salinity of the saline water produced from the saline aquifer 116 is higher than that acceptable for potable water, for example, less than about 500 mg/L TDS or agriculture, for example, less than about 2000 mg/L TDS, the water is provided to the desalination plant 104 for purification.

[0016] In some embodiments, the desalination plant 104 is a membrane purification plant using reverse osmosis membranes. Water purification by reverse osmosis generates a freshwater stream 118 and a waste brine stream 120. In some embodiments, the desalination plant 104 is a commercially available unit. Such units are available as skid mounted units available from Pure Aqua, Inc. of Santa Ana, Calif., USA, among others. These units may be scalable by the use of additional units. In other embodiments, for example, for large installations, the desalination plant 104 is built from individual components. For example, an individual well may produce brine at rates of 5,000-15,000 barrels per day (about 1,000-3,000 tons per day). A project big enough to be significant at national or a regional scale may include about 1,000-5,000 such wells, providing up to about 15 million tons of water production per day. Accordingly, as capacity is increased, larger desalination plants may be constructed to handle the flow rates.

[0017] Depending on the initial concentration of the TDS, the freshwater and the waste brine are generated in roughly equal amounts. In some embodiments, only a portion of the brine is processed in the desalination plant. The remainder may be injected into other reservoirs for enhanced oil production, or disposed of by other means. Lower amounts of TDS, such as less than about 5,000 mg/L, may generate higher amounts of freshwater, for example, at about 60%, or more, of the output from the desalination plant 104. Higher amounts of TDS, such as greater than about 35,000 mg/L, may generate lower amounts of freshwater, for example, at about 40%, or less, of the output from the desalination plant 104.

[0018] The freshwater stream 118 can be connected to potable water supply systems or used for local agriculture. In some embodiments, the freshwater stream 118 is coupled to a distribution system for providing water to an agricultural installation. In some embodiments, the freshwater stream 118 is used to provide water for the operators of the CO.sub.2 disposal facility 100, as the CO.sub.2 disposal facility 100 will generally be remotely located.

[0019] The waste brine stream 120 from the desalination plant 104 is provided to the mixing plant 106 to be blended with CO.sub.2 from a waste CO.sub.2 stream 122. In some embodiments, the mixing plant 106 includes a vessel that has a sparger disposed in the lower portion of the vessel. The sparger releases the CO.sub.2 into waste brine in the vessel, allowing the CO.sub.2 to dissolve in the waste brine. In some embodiments, multiple vessels are used in sequential stages in which downstream vessels capture CO.sub.2 from the headspace of upstream vessels and sparge the CO.sub.2 through additional portions of the waste brine. The mixing plant 106 is discussed further with respect to FIG. 3.

[0020] In other embodiments, the sparger is located at depth in an injection well. For example, the sparger may be a linear structure, such as a segment of perforated pipe. The CO.sub.2 would be injected without mixing with the brine first. The CO.sub.2 may then dissolve directly in the brine of the saline aquifer.

[0021] The amount of CO.sub.2 that can be dissolved in the waste brine depends on the, pressure, temperature, and TDS concentration of the waste brine. Dissolution of the CO.sub.2 solution increases the weight of brine by about 0.3%-0.8%. Accordingly, one ton of CO.sub.2 would require some 250 tons of water or brine. In some embodiments, for example, when the cap rock layer 114 is not impervious, a brine/CO.sub.2 mixture is formed in which the CO.sub.2 is saturated in the brine. The determination of the saturation point for the brine/CO.sub.2 mixture can be made based on the pressure, temperature, and chemistry of the saline aquifer 116.

[0022] In embodiments in which the cap rock 114 is impervious, the brine/CO.sub.2 mixture may be oversaturated or even contain bubbles of CO.sub.2. In these embodiments, the cap rock 114 forms a trap that will prevent release of the CO.sub.2.

[0023] From the mixing plant 106, the brine/CO.sub.2 stream 124 is provided to an injection pump 108 that injects 126 the brine/CO.sub.2 mixture through the injection well 110 into the saline aquifer 116. Injection of fluids into a reservoir will meet with pressure resistance in proportion to existing reservoir pressure combined with the volume of injected material. Generally, the increase in the pressure of the saline aquifer 116 due to the injection 126 of the brine/CO.sub.2 stream 124 is balanced by the decrease in the pressure of the saline aquifer 116 due to the production 128 of the saline water. Pressure depletion by saline fluid extraction in the integrated process described herein reduces the resistance to injection, making the process more energy efficient. For example, the decrease in the volume of the waste brine 120 versus the volume of the saline water produced 128 allows for more energy efficient injection of the brine/CO.sub.2 mixture 124 into the saline aquifer 116.

[0024] Although the mix of CO.sub.2 into brine itself can give a fluid density increase of up to about 0.80%, the waste brine from the desalination plant 104 will be significantly denser than the saline water in the saline aquifer 116. For example, the density of water increases linearly by some 3.5% per 50,000 ppm increase in TDS. Thus, the dissolved brine/CO.sub.2 mixture will likely pool in the structurally deepest parts of the basin.

[0025] Accordingly, in some embodiments, the cap rock layer 114 does not need to be impervious. In these embodiments, the higher density of the brine/CO.sub.2 mixture, in which the CO.sub.2 is dissolved in the waste brine, settles to the base of the saline aquifer 116 trapping the CO.sub.2. However, the techniques may also be used in reservoirs in which the cap rock layer 114 is impervious, allowing for the trapping of injected CO.sub.2 below the cap rock layer 114.

[0026] The location of the CO.sub.2 disposal plant 100 would be primarily driven by suitable geology, although other factors, such as existing CO2 pipelines, population centers, or unused fields will also be factors. A suitable geological location would have known porosity and permeability and, therefore, known reservoir potential for CO.sub.2 sequestration. The subsurface architecture of the saline aquifer 116 can be determined from existing techniques such as reflection seismic imaging or drilled wells, among other techniques. To determine the properties of the saline aquifer 116, at least one well would be drilled into this reservoir to sample the rock properties and fluid properties of the in-situ formation waters. This could be an existing well that was drilled for other purposes, such as hydrocarbon exploration, or it could be a well intentionally drilled for CO.sub.2 site exploration. Further, existing wells could be worked over to extend deeper into aquifers below abandoned fields.

[0027] Geological basins tend to be large, potentially giving wide areas in which to select a site. As described herein, various embodiments use negative buoyancy, for example, the sinking of the brine/CO.sub.2 mixture below the saline water of the saline aquifer 116, and thus do not require structural highs or even impervious cap rock, which tend to be more restricted in geological basins. As the saline water is removed from the same saline aquifer 116 that the brine/CO.sub.2 mixture is injected into, there is no requirement for seawater.

[0028] Therefore, as mentioned herein, the CO.sub.2 disposal facility 100 is not tied to a coastline and can be located inland. This allows placement at a distance from existing infrastructure such as cities or coastal developments. In also allows the utilization of remote desert locations that have no other current use, as the CO.sub.2 disposal facility 100 and solar power plant 112 generate energy and water needed for operators of the facility. Further, the footprint of the facility would be small relative to most deserts, and therefore environmental aspects of that desert location would not be significantly affected. The utilization of solar power is an option contingent on the prevailing climate. The CO.sub.2 disposal facility 100 could be used to provide water and energy to create an agricultural facility, such as a farm, orchard, vineyard, and the like.

[0029] The waste CO.sub.2 stream 122 may be provided from any source such as power generation, chemical engineering process, or even direct extraction from the atmosphere. In some embodiments, the waste CO.sub.2 stream 122 is provided to the disposal facility through pipelines or alternative means of transport.

[0030] Desalination and water injection processes are energy intensive. Further energy savings are possible if the CO.sub.2 disposal plant 100 is located in an area with high insolation, such as in a location near the equator. In some embodiments, the solar plant 112 provides at least a portion of the electrical power 130 required for the CO.sub.2 disposal plant 100. The electrical power 130 may be used to power the desalination plant 104 as well as pumps that drive the water production, injection, and fluid transport in the surface lines. Further efficiencies are possible if the CO.sub.2 disposal plant 100 is located on an abandoned hydrocarbon field since existing well stock could be utilized, significantly reducing the capital expenditure of the project.

[0031] In some embodiments, the solar plant 112 includes an array of photovoltaic cells, along with associated controls, inverters, and the like. In other embodiments, the solar plant 112 includes solar power concentrators that focus sunlight on an elevated boiler, which is used to drive thermal turbines. The solar plant 112 can be located locally to the CO.sub.2 disposal plant 100, allowing the CO.sub.2 disposal plant 100 to reduce or eliminate other power sources, such as power grids. The solar plant 100 can be sized to match peak power requirements from the desalination and pumping machinery. The solar plant 100 can be further augmented with a battery farm to store excess energy that can be used to run the main plant at night and through other times of low solar power availability.

[0032] A major capital expenditure associated with setting up this facility would be the wells drilled to the saline aquifer 116 for production of the saline water and injection of the waste brine/CO.sub.2 mixture. As noted herein, the capital expenditure could be significantly reduced by the use of existing wells, for example, in an abandoned oil or gas field. As large oil and gas fields often have several hundred wells, it may be possible to repurpose some or all of the wells for the production and injection duties described here. If using such well stock, there would be no restriction on using the same reservoir as previously drained for oil or gas production, so long as a saline aquifer can be accessed by the wells. Any reservoir penetrated by the wells could be accessed for the purposes of the described project.

[0033] FIG. 2 is a process flow diagram of a method 200 for sequestering carbon dioxide while producing freshwater from a saline aquifer. The method 200 begins at block 202 with the production of saline water from a saline aquifer.

[0034] At block 204, the saline water is desalinated forming a waste brine and freshwater. At block 206, waste CO.sub.2 is mixed with the waste brine to form a waste brine/CO.sub.2 mixture. In some embodiments, the waste brine/CO.sub.2 mixture is a solution with CO.sub.2 dissolved in the waste brine. In some embodiments, the CO.sub.2 is saturated in the brine/CO.sub.2 mixture.

[0035] At block 208, the waste brine/CO.sub.2 mixture is injected into the saline aquifer. As this is the same saline aquifer from which the saline water was produced, the pressure may be balanced by the removal of the freshwater, lowering the energy requirements for injection of the waste brine/CO.sub.2 mixture into the saline aquifer.

[0036] At block 210, the freshwater is provided to users. As described herein, the freshwater may be used for agricultural purposes, used to provide water for plant operations and personnel, or coupled to water supply systems for use off-site.

[0037] FIG. 3 is a simplified process flow diagram of a mixing plant 106 that could be used in embodiments. Like numbered items are as described with respect to FIG. 1. It should be noted that this is only one configuration that may be used in embodiments. In other configurations, the mixing may be performed by in-line mixers, mist mixers, and the like.

[0038] In this embodiment, the waste brine stream 120 is introduced into a first continuous stirred tank reactor (CSTR) 302, for example, through a spray ring 304. From the spray ring 304 droplets 306 of the waste brine fall through the headspace to the surface 308 of a waste brine/CO.sub.2 mixture 310. The waste CO.sub.2 stream 122 is introduced into the first CSTR 302 through a sparger 312, for example, disposed near the bottom of the first CSTR 302. Bubbles 314 of the CO.sub.2 move up through the waste brine/CO.sub.2 mixture 310, at least partially dissolving before reaching the surface 308. A mixer, including a motor 316 and mixing paddles 318 may be used to enhance the dissolution.

[0039] Depending on the amount of CO.sub.2 that is to be dissolved in the waste brine, a second CSTR 320 may be placed in series with the first CSTR 302. For example, a line 322 can be used to carry CO.sub.2 from the headspace of the first CSTR 302 to the second CSTR 320, where it is released from a sparger 312 in the second CSTR 320. As in the first CSTR 302, the CO.sub.2 forms bubbles 314 in the waste brine/CO.sub.2 mixture 324 in the second CSTR 320 that rise up towards the surface 308 of the waste brine/CO.sub.2 mixture 324. The waste brine/CO.sub.2 mixture 310 in the first CSTR 302 may be taken from the bottom and introduced into the second CSTR 320 through a spray ring 304, as indicated by the circled 1. The remaining CO.sub.2 in the headspace of the second CSTR 320 may be added to the waste CO.sub.2 stream 122 and injected into the sparger 312 in the first CSTR 302. Other stages may be added to increase the amount of CO.sub.2 dissolved in the waste brine. Pressure control systems on the first CSTR 302 and the second CSTR 320 may be used to control the flow of the CO.sub.2 into the first CSTR 302, for example, reducing the amount of CO2 introduced into the mixing plant 106 when the pressure reaches predetermined targets, such as the pressure of the saline aquifer.

[0040] From the second CSTR 320, the waste brine/CO.sub.2 mixture 324 may be carried by an outlet line 326 to the injection pump 108. The waste brine/CO.sub.2 mixture 324 is then injected 126 into the saline aquifer.

Embodiments

[0041] An embodiment described in examples herein provides method for sequestering carbon dioxide (CO.sub.2) while producing freshwater. The method includes producing saline water from a saline aquifer, desalinating at least a portion of the saline water, producing freshwater and waste brine, mixing waste CO.sub.2 with the waste brine forming a brine/CO.sub.2 mixture, and injecting the brine/CO.sub.2 mixture into the saline aquifer.

[0042] In an aspect, the method includes providing the freshwater to an agricultural site. In an aspect, the method includes providing the freshwater to operators of a plant facility.

[0043] In an aspect, the method includes producing electricity from a solar power plant. The electricity is provided to desalinate the saline water. The electricity is also provided to mix the waste CO.sub.2 with the waste brine to form the brine/CO.sub.2 mixture, and inject the brine/CO.sub.2 mixture.

[0044] In an aspect, the method includes dissolving the waste CO.sub.2 into the waste brine, wherein the brine/CO.sub.2 mixture includes a solution. In an aspect, the method includes balancing the pressure in the saline aquifer between a pressure loss from producing the saline water from the saline aquifer and a pressure gain from injecting the brine/CO.sub.2 mixture.

[0045] In an aspect, the method includes injecting the brine/CO.sub.2 mixture into the saline aquifer under a cap rock. In an aspect, the method includes layering the brine/CO.sub.2 mixture into the saline aquifer under the saline water. In an aspect, the saline aquifer does not include a cap rock.

[0046] Another embodiment described in examples herein provides a system for sequestering carbon dioxide (CO.sub.2) while producing freshwater. The system includes a production well drilled to a saline aquifer to produce saline water, and a desalination plant to produce freshwater from the saline water produced from the saline aquifer, and form a waste brine. The system includes a mixing plant to mix waste CO.sub.2 with the waste brine, to form a brine/CO.sub.2 mixture, and an injection well drilled to the saline aquifer to inject the brine/CO.sub.2 mixture into the saline aquifer.

[0047] In an aspect, the production well is a pre-existing well in an oilfield. In an aspect, the injection well is a pre-existing well in an oilfield. In an aspect, the system includes an injection pump to inject the brine/CO.sub.2 mixture into the saline aquifer.

[0048] In an aspect, the system includes a solar power plant to provide electricity to the desalination plant and the mixing plant. In an aspect, the solar power plant includes photovoltaic cells. In an aspect, the solar power plant includes reflectors that focus sunlight on a boiler.

[0049] In an aspect, the system includes a freshwater distribution system to provide the freshwater to users. In an aspect, the system includes a CO.sub.2 pipeline to provide the waste CO.sub.2 to the mixing plant. In an aspect, the system includes an atmospheric extraction plant to extract the waste CO.sub.2 from the atmosphere and provide the waste CO.sub.2 to the mixing plant.

[0050] In an aspect, the mixing plant includes a continuous stirred tank reactor including a CO.sub.2 sparger. In an aspect, the mixing plant includes multiple stages that contact waste brine with CO.sub.2. In an aspect, the system includes a sparger placed in the saline aquifer.

[0051] Other implementations are also within the scope of the following claims.