![]() HYDRAULIC GEOFRATURE POWER STORAGE SYSTEM
专利摘要:
energy storage system by hydraulic geofracture. Energy is stored by injecting the fluid into a hydraulic fracture in the earth and producing the fluid return upon recovering the energy. The method is typically adapted for storing large amounts of energy as well as on grid-scale power systems. The hydraulic fracture can be formed and treated with resin, thereby limiting fluid loss and increasing propagation pressure. 公开号:BR112012002933B1 申请号:R112012002933-9 申请日:2010-08-10 公开日:2019-04-16 发明作者:Howard K. Schmidt 申请人:Howard K. Schmidt; IPC主号:
专利说明:
The present invention describes energy storage. Mainly, the fluid is injected into a shallow well, aiming to form a hydraulic fracture. The fluid can be injected into the fracture under pressure and produced later from the fracture under pressure and used to generate energy. Discussion of Related Technique A number of factors including energy security, price volatility, carbon regulation, fiscal incentives and fears of anthropogenic global warming are driving the rapid growth of renewable energy sources. Since liquid fossil fuels are consumed primarily in the transport industry due to their considerable energy density (approximately 45 MJ / liters) and biofuels provide only limited energy gains, the key role of renewable energy sources is to replace the consumption of fossil energy by electricity generation. Currently, the United States consumes about 1 TW (10 12 Watts) of electricity, so only renewable technologies that can eventually deliver 100's of total GW are significant network scale options. With the exception of hydroelectric power, which has been operating normally at full capacity for decades, only wind and solar systems can be considered today. Nowadays, none of these are cost-competitive without substantial publicly funded subsidies, although capital expenditures and operating costs are expected to fall over time, and may reach 2/13 eventually price parity with gas and coal-fired hydroelectric plants. Wind powered turbines are more economical, with a capital expenditure (capex) of around $ 1.75 / watt and Texas alone has an installed base with a peak production capacity of approximately 2.5 GW. These two key renewable resources, wind and solar, suffer from intermittency on a seasonal and daily basis, as illustrated in FIG. I. Therefore, none of them are suitable for the supply of basic load energy. Output fluctuations also cause network instability; without dynamic load leveling (for example: smart grid technologies) it means that renewable energy sources should now be limited to less than about 10% of the energy supplied in that grid. As a result, renewable electricity at a grid level is limited not only by source savings, but also by network stabilization technologies. So, large-scale electrical energy storage technology is needed in parallel with renewable energy sources. Table 1 lists the characteristics of the competitor's energy storage technologies. The most common electrical storage systems in use today are based on some battery technology classifications; leading competitors include vanadium and lithium ion, lead-acid batteries. These batteries are generally useful not only for leveling renewable sources, but also for changing peaks and improving efficiency at the point of use. As of 2008, the facilities are being purchased by PG&E for residential areas with a nominal capacity of 1 MW of supply for 5 hours at a value of $ 2M USD. These 3/13 were justified by the deferred investment in the increased transmission capacity (~ 2/3) and partly by the improved quality of services (—1/3). This provides a useful scale and price practiced considering alternative storage technologies: 5,000 kw / h capacity and $ 400 / kW / h price. TABLE 1 CostEnergy related ($ / kWh) CostPower Related ($ / kW) Plant Oscillation ($ / kWh) Electrolysis($ / kWh) Buyssor($ / scfm) Efficiencygivesdischarge Lead acid batteries (low) 175 200 50 0.85 Lead acid batteries (medium) 225 250 50 0.85 Lead acid batteries (high) 250 300 50 0.85 BatteriesQuality ofWattage 100 250 40 0.85 Advanced Batteries 245 300 40 0.7 Micro SMES 72,000 300 10,000 0.95 Medium SMES (projected HTS) 2000 300 1500 0.95 SMES (HTSdesigned) 500 300 100 0.95 Steering wheels (highvelocity) 25,000 350 1000 0.93 Steering wheels (lowvelocity) 300 280 80 0.9 Supracapacifiers 82,000 300 10,000 0.95 Air energy storagecompressed (CAES) 3 425 50 0.79 Compressed air storage incontainers (CAS) 50 517 50 07 Hydro pumped 10 600 2 0.87 Hydrogen Fuel Cell Storage(low) 15 500 50 300 112.5 0.59 Hydrogen Fuel Cell Storage (high) 15 1500 50 600 112.5 0.59 Underground storage ofCellFuel 1 500 50 300 112.5 0.59 Hydrogen engine / Storage aGas 15 350 40 300 112 5 0.44 4/13 As an applied example, a wind turbine with a nominal capacity of 3 MW and a common load factor of 0.3 will generate around 22,000 kw / h per day. If three storage units based on the batteries described above are destined for each wind turbine, the capex could be doubled, based on $ 5.25M for a 3 MW wind turbine installation. Obviously, current battery technology is a prohibitive expense for network scale storage, even with improvements in appropriate techniques and economies of scale. State-of-the-art technologies for grid-scale energy storage include compressed and pumped hydro (CAES) energy storage. The pumped hydro uses less electric energy, aiming to pump the water upstream into a reservoir. This requires immediate access to ample amounts of water and conveniently on the ground, both of which are small supplies in the region where the density of wind power is adequate - the great plains of the Central United States. The present technical approach is obviously approved and reliable, and also enjoys excellent round-trip efficiency of ~ 87%. Compressed air systems depend on the availability of abandoned mines or the development of underground subsurface caves. This is an approved technology that can be found in approximately 85% of the continental United States and provides adequate efficiency at ~ 80%. Since the compression and expansion of air generate large changes in temperature, the CAES unit treats this useless energy channel as being relatively complex and expensive. The graph in FIG. 2 locates several storage technologies in the Power-Energy space, and clearly shows that the pumped hydro and the CAES remain alone in relation to the high total energy and the high power capacity. 5/13 Another key application for storage technologies is found in changing the peak or extra power supply during short periods of extreme demand. This region is denoted as “Distributed Resources” in FIG. 2. A summer afternoon's peak demand for air conditioning is a more important example. This is, unfortunately, simultaneously, a period of low productivity for wind turbines. The graph in FIG. 3 shows the estimated capital costs of several competing technologies for the provision of this order. As noted above, this request is currently being conducted by some adopters such as PG&E, based primarily on the deferred investment in the transition lines and the improved quality of Services. Obviously, there is also a market advantage based on the “Green Seal” of the distributed power. Until the time when the pumped hydro and / or CAES were implemented on a solid scale, it is noted that there is an arbitrary opportunity of interest in storing excess power at night from the wind turbines and reselling it during the peak summer afternoon demand. Based on reports, they report that wind farms actually pay network operators to store their energy overnight. Wind energy experts, like Green Mountain Energy, retail wind power for $ 0.19 / kW / h during the day. So, there is an opportunity to receive about $ 0.20 / kW / h with a twelve hour storage system. This could be a profitable venture if storage technology is cheap enough. The economy of existing technologies takes this as the best marginal proposal in an environment of tight capital markets and demands for high internal rates 6/13 return. BRIEF SUMMARY OF THE INVENTION The present invention uses wells to store fluid during high pressure in hydraulic fractures on the ground. The fluid is used in conventional equipment to produce energy and the fluid is produced from the well. The fracture walls may be less permeable and the fracture propagation pressure can be increased by injecting a resin, such as epoxy, into the fracture. Storage capacities, capital requirements and anticipated rates of return that allow profitable operation of distributed resources and load management, as well as arbitration during wind energy nights, are described. BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 shows the daytime wind model in Wildorado, Texas FIG. 2 shows the costs and efficiencies of energy storage technologies. FIG. 3 shows the distributed utility applications and renewable compatibility. FIG. 4 illustrates the hydraulic fracture in the earth and the equipment to form it. FIG. 5 is a cross-sectional view of a fracture illustrating the positioning of a resin in the rock penetrated by the fracture and at the end of the fracture. DETAILED DESCRIPTION OF THE INVENTION Normally, the hydraulic invoice is used in order to improve the production rates from the oil and gas wells drilled in low permeability reservoirs. Such fractures increase the surface area of effective productivity of wells in the reservoir rock. In fact, the profitable exploitation of unconventional reservoirs, for example, the Bamett Shale and Bakken Formation, can 7/13 can only be achieved through extensive fracturing. Briefly, after the liner pipe is properly cemented. Perforations are created in the layer of interest, and then a fluid is injected into the well at high pressure, thus causing fractures in the rock formation around the well, as illustrated in FIG. 4. Well 41 was drilled in a subsurface formation. The sand truck 42 can provide the propant to the well area. The fracture fluid can be mixed and stored in tank 45, from which it is designed for mixer truck 43, where sand and other propellant are mixed. High pressure pumps 44 are used to force the fluid down well 41 at a pressure sufficient to form fracture 46 around the well. The propellant particles 47 can be injected into the fracture after they are formed. The pressure required to form fracture 46 generally depends on linearity in depth; a fracture grade is approximately 0.8 PSI per foot of the depth well. So 3,000 wellheads require a pressure of approximately 2,400 psi in front of the rock to create a hydraulic fracture. In shallow wells (up to 1,000 to 2,000 feet deep), hydraulic fractures typically spread horizontally. At greater depths, the natural tension in the rock tends to conduct oriented fractures vertically. For our energy storage proposal, fracture orientation is not important. In some cases, the energy is stored by the deformation of the rock around the fracture, which is primarily the elastic deformation. The fracture can be primarily on a plain extending to the well through the surrounding rock formation, as shown in FIG. 4, or, in naturally fractured rock such as the Barnett or Bakken shale formations, the fracture can extend over a large volume, with many different fluid pathways. 8/13 The fracture in a well can extend radially from the well orifice, for example, from approximately 100 meters to 1000 meters. If the fracture is primarily on a plain, the thickness of the fracture can be approximately 0.5 - 2 cm at the well hole. The crack propagation can be monitored in real time during the fracture operation, using micro-seismic methods, while the degree and model of deformation on the earth's surface can be measured simultaneously using a slope meter. The elastic and permeability properties of the fractured rock layer fluid effectively determine the extent of the possible fracture with such a pumping system. As the fracture increases in length, the surface area of the rock increases along with the rate of fluids entering the rock instead of filling the fracture properly. So, highly permeable rocks are difficult to fracture, while less permeable rocks can be fractured over greater distances. Fluid loss additives (particles) can be added to the fracture fluid, thereby increasing the rate of fluids entering the rock through the fracture. Fluid loss can be further reduced by injecting a polymeric resin into the fracture fluid. Preferably, an aliphatic epoxy resin can be used, as described in the study “Water-Dispersible Resin System for Wellbore Stabilization,” L. Eoff et al., SPE 64980, 2001. Furan, epoxy and phenolic resins can also be used . The resin system can be injected as a pure resin, a sand / resin mixture or dispersed in fracture fluid based on oil and water. The resin can be mixed with a diluent or solvent, which can be reactive. A nugget of pure resin at the beginning of a fracture resin can be followed by a dispersion of resin in the fracture fluid and this followed with the fractured fluid. Fluid loss agents and / or 9/13 propants can be added to the fluids. The volumes of different fluids are selected preferably to allow the epoxy resin or other resin to fill the end fracture and infiltrate the rock around the fracture end. Resin injection or resin-containing fluids can be applied repeatedly to obtain little loss of fluid from a fracture. FIGS. 5A, 5B and 5C illustrate, by showing through cross sections of a fracture, a method of positioning a resin in a fracture with the aim of preparing the fracture for energy storage, as taught here. In FIG. 5A, a resin, resin dispersion or liquid mixture with resin 50 is present in an orifice of the well and in the fracture 51 that was formed in the rock. The resin 50 may contain a fluid loss additive. The resin that leaked out of the rock 52 surrounds the fracture. In FIG. 5B, the moving fluid 54, which may be water containing a viscosifier, oil-based or containing a solvent for the resin, is showing the movement of resin 50 towards the end of the fracture. Displacement fluid 54 is preferably more viscous than resin 50. The amount of resin leaking through rock 52 has increased. In FIG. 5C only a limited amount of resin 50 remains on the fracture, and that amount is present near the end or end of the fracture. Fracture 51 may contain propellant 55. After curing, the resin at or around the end of the fracture will increase the fracture propagation pressure and allow large fractures to be created during fluid storage. The flow rate of the fluid to be stored under fracture pressure can be decreased to a small or minimal value. With little loss of fluid from a fracture, the gas can also be used as the operating fluid for the storage process, either alone or with liquid. 10/13 In order to store energy, we are interested in large fractures with little loss of fluid. Ideally, the loss of fluid will be zero, and thus the appropriate wheel layer can be completely impermeable. It is noted that the additives used to reduce or eliminate fluid loss from a fracture during fracturing could be useful in the present application to reduce or eliminate fluid loss in a slightly permeable rock layer. Materials useful for reducing fluid occupancy include polymers, fine silica, clay, enabling new nanostructured materials such as graphene suspensions and mixtures of selected materials. Any fluid injected into the fracture may contain a propant or may not contain a propant. According to these conditions, it is noted that the energy used to generate the fracture can be divided into three main categories: fluid friction (loss, depends on pumping rates and sizes of pipes in the well), rock crack (small; loss), and elastic flexion of the rock around the fracture. Importantly, it is noted that the energy used to deform the rock elastically is currently stored as potential energy. This energy can be recovered from the fluid vapor ejected at the fracture and well as the rock yields from its original position. Then, after a large fracture is formed, the space filled by the fluid can be used for hydraulic (and flexible) lifting by overloading and storing mechanical energy. The energy can be recovered effectively by allowing the pressurized fluid to escape through a turbine. The fluid injection process at a pressure above the fracture grade can be repeated a selected number of times, alternately with the fluid production return process to generate energy. So, the fracture functions as a storage container 11/13 elastic. In general, this scheme is conceptually similar to hydro pumped systems. Instead of pumping upstream water alone, however, water is pumped downstream, and is used for hydraulic and flexible lifting of a dense block of earth or deforms the earth elastically. The key components (pumps and turbines) and the loss channels (fluid friction) are similar or common to both, so this new approach is expected to have approximately the same overall efficiency as the pumped hydro, at approximately 87% on a round trip basis. A major advantage of this new approach is that flat terrain can be used and efficient earthworks and environmental impacts are eliminated. Below two examples of fracture installations were shown, aiming to demonstrate the scale of energy storage available for this new approach assuming that the deformation of the rock or hoisting occurs around a hydraulic fracture and can be represented below: Example 1. 1 km of well depth, with an average lift of 1 cm above a radius of 100 meters (fracture in the common oil field) Well Depth: 1,000 m Fracture Radius: 100 m Pellet volume: 31,400,000 m 3 Rock density: 2,800 kg / m 3 Pellet mass: 87.900.000.000 kg Pellet weight: 862,000,000,000 Newtons Average lift: 1 cm Hoisting energy: 8,620,000,000 Joules 8.6 AND 9 Joules Storage capacity: 2,395 kw / h 12/13 Example 2. 1 km deep from the well, with hoisted a radius of 500 Well depth: 1,000 m Fracture radius: 500 m Pellet volume: 7.85 E 8 m 3 Rock density: 2,800 kg / m 3 Pellet mass: 2.20 AND 12 kg Pellet weight: 2.16 and 13 Newtons Average lift: 10 cm Hoisting energy: 2.16 and 12 Joule Storage capacity: 5.99 AND 5 kw / h Although explanations about the properties of the hydraulic fracture are described, the applicant does not wish to be bound by a particular scientific theory regarding the properties of the hydraulic fractures. For comparison, a 3 MW wind turbine operating at 30% of the utilization factor generates 2.16E4 kw / h per day. The unit described in example 2 can then store the entire nominal daily input of the wind farm comprising 167 turbines. If someone bought a battery based on the storage system for that amount of energy stored at current prices ($ 400 / kW / h), a capital investment of approximately $ 239 million could be required. It is expected that the capital investment for energy storage in said hydraulic fractures can be approximately 3 to 10 times less. The scale of energy storage is simply under load management (FIG. 2), which is currently only accessible by hydro pumping and CAES technology. If the system in this example is approximately 30% of the capacity for each day, the 13/13 arbitrage volume could be approximately $ 18,000 per day for $ 0.10 per kW / h. Although the present invention was described according to specific details, it is not intended that such details are considered to be limitations on the scope of the invention, except to the extent that they are included in the accompanying claim.
权利要求:
Claims (14) [1] 1. “METHOD FOR ENERGY STORAGE”, characterized by understanding: pumping a fluid to a well (41) and a hydraulic fracture (46) in a rock formation around the well (41); and before the leakage of the fluid (52) from the hydraulic fracture (46), reducing the pressure in the well (41), so as to produce a part of the fluid in the well and produce energy from the pressure of the produced fluid. [2] 2. "METHOD", according to claim 1, characterized by the fact that the fluid is liquid. [3] 3. "METHOD", according to claim 1, characterized by the fact that the fluid is gas. [4] 4. "METHOD", according to claim 1, characterized by the fact that the fluid is a mixture of liquid and gas. [5] 5. “METHOD FOR FORMING A HYDRAULIC FRACTURE IN A ROCKY FORMATION FOR STORAGE OF FLUID UNDER PRESSURE”, comprising: pumping a fracture fluid to a penetrating rock formation at a pressure above the rock formation fracture pressure, characterized by the fact that at least part of the injected fluid contains a resin (50); displacing at least part of the fracture fluid (46) from the fracture, injecting a movement fluid (54) into the fracture (46); allowing the resin to cure (50). [6] 6. "METHOD", according to claim 5, characterized by the fact that a part of the fracturing fluid also contains a loss of fluid additive. Petition 870190007093, of 23/01/2019, p. 5/6 2/2 [7] 7. "METHOD", according to claim 5, characterized by the fact that a part of the fracturing fluid still contains a propant (55). [8] 8. "METHOD" according to claim 5, characterized by the fact that the resin (50) is pure resin. [9] 9. "METHOD" according to claim 5, characterized by the fact that the resin (50) is an epoxy. [10] 10. "METHOD", according to claim 5, characterized by the fact that the resin (50) is a phenolic or furan. [11] 11. "METHOD" according to claim 5, characterized by the fact that the resin (50) is in the form of a dispersion of resin in a liquid. [12] 12. “METHOD for operating a grid system”, characterized by understanding: generation of electricity during the selected production periods using a primary source of energy for the electricity grid system; using a portion of electrical energy generated during the selected production periods to pump a storage fluid into a hydraulic fracture (46) in the earth; during an unselected production period, producing the storage fluid from the hydraulic fracture (46) and generating electricity for the power grid system. [13] 13. "METHOD" according to claim 12, characterized by the fact that a cured resin is in or around the hydraulic fracture (46) in the earth. [14] 14. "METHOD", according to claim 12, characterized by the fact that the hydraulic fracture (46) was formed by the method of claim 5.
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法律状态:
2018-03-27| B15K| Others concerning applications: alteration of classification|Ipc: E21B 41/00 (2006.01), E21B 43/26 (2006.01), F03G 6 | 2018-11-27| B06T| Formal requirements before examination [chapter 6.20 patent gazette]| 2019-01-15| B06F| Objections, documents and/or translations needed after an examination request according [chapter 6.6 patent gazette]| 2019-02-26| B09A| Decision: intention to grant [chapter 9.1 patent gazette]| 2019-04-16| B16A| Patent or certificate of addition of invention granted [chapter 16.1 patent gazette]|Free format text: PRAZO DE VALIDADE: 20 (VINTE) ANOS CONTADOS A PARTIR DE 10/08/2010, OBSERVADAS AS CONDICOES LEGAIS. (CO) 20 (VINTE) ANOS CONTADOS A PARTIR DE 10/08/2010, OBSERVADAS AS CONDICOES LEGAIS | 2019-08-13| B25A| Requested transfer of rights approved|Owner name: QUIDNET ENERGY INC. (US) |
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申请号 | 申请日 | 专利标题 US23262509P| true| 2009-08-10|2009-08-10| US61/232,625|2009-08-10| US12/853,066|US8763387B2|2009-08-10|2010-08-09|Hydraulic geofracture energy storage system| US12/853,066|2010-08-09| PCT/US2010/045068|WO2011019750A2|2009-08-10|2010-08-10|Hydraulic geofracture energy storage system| 相关专利
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