CN111551442A - Device for building hot dry rock heat storage by experimental simulation of multi-type fluid fracturing - Google Patents
Device for building hot dry rock heat storage by experimental simulation of multi-type fluid fracturing Download PDFInfo
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- CN111551442A CN111551442A CN202010508091.5A CN202010508091A CN111551442A CN 111551442 A CN111551442 A CN 111551442A CN 202010508091 A CN202010508091 A CN 202010508091A CN 111551442 A CN111551442 A CN 111551442A
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- 239000011435 rock Substances 0.000 title claims abstract description 77
- 239000012530 fluid Substances 0.000 title claims abstract description 37
- 238000005338 heat storage Methods 0.000 title claims description 10
- 238000004088 simulation Methods 0.000 title claims description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 16
- 229910001868 water Inorganic materials 0.000 claims abstract description 14
- 238000003860 storage Methods 0.000 claims abstract description 7
- 239000007788 liquid Substances 0.000 claims description 24
- 239000003153 chemical reaction reagent Substances 0.000 claims description 12
- 238000010276 construction Methods 0.000 claims 1
- 239000007789 gas Substances 0.000 abstract description 17
- 229910002092 carbon dioxide Inorganic materials 0.000 abstract description 16
- 230000000694 effects Effects 0.000 abstract description 9
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 abstract description 8
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 abstract description 8
- 238000002474 experimental method Methods 0.000 abstract description 5
- 239000001569 carbon dioxide Substances 0.000 abstract description 4
- 229910052757 nitrogen Inorganic materials 0.000 abstract description 4
- 238000011161 development Methods 0.000 description 4
- 238000010248 power generation Methods 0.000 description 3
- 238000013401 experimental design Methods 0.000 description 2
- 230000000977 initiatory effect Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000003638 chemical reducing agent Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000002591 computed tomography Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 239000005431 greenhouse gas Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 239000002562 thickening agent Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 238000013022 venting Methods 0.000 description 1
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- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/08—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
- G01N3/10—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces generated by pneumatic or hydraulic pressure
- G01N3/12—Pressure testing
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N15/00—Investigating characteristics of particles; Investigating permeability, pore-volume or surface-area of porous materials
- G01N15/08—Investigating permeability, pore-volume, or surface area of porous materials
- G01N15/082—Investigating permeability by forcing a fluid through a sample
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N15/00—Investigating characteristics of particles; Investigating permeability, pore-volume or surface-area of porous materials
- G01N15/08—Investigating permeability, pore-volume, or surface area of porous materials
- G01N15/088—Investigating volume, surface area, size or distribution of pores; Porosimetry
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/0001—Type of application of the stress
- G01N2203/0003—Steady
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/0014—Type of force applied
- G01N2203/0016—Tensile or compressive
- G01N2203/0019—Compressive
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/003—Generation of the force
- G01N2203/0042—Pneumatic or hydraulic means
- G01N2203/0044—Pneumatic means
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- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/003—Generation of the force
- G01N2203/0042—Pneumatic or hydraulic means
- G01N2203/0048—Hydraulic means
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/0058—Kind of property studied
- G01N2203/006—Crack, flaws, fracture or rupture
- G01N2203/0067—Fracture or rupture
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/02—Details not specific for a particular testing method
- G01N2203/06—Indicating or recording means; Sensing means
- G01N2203/0641—Indicating or recording means; Sensing means using optical, X-ray, ultraviolet, infrared or similar detectors
- G01N2203/0647—Image analysis
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Abstract
The invention discloses a device for building hot dry rock thermal storage by simulating multi-type fluid fracturing in an experiment, which comprises a thermostat, a first pressure pump, a first pressure sensing rod, a second pressure pump, a second pressure sensing rod, a third pressure pump, a third pressure sensing rod, N2Gas cylinder, first conduit, CO2The device can simulate the fracturing effect of carbon dioxide, nitrogen and water on the hot dry rock under different experimental conditions.
Description
Technical Field
The invention belongs to the technical field of geothermal resource development, and relates to a device for constructing dry-hot rock heat storage by experimentally simulating multi-type fluid fracturing.
Background
Geothermal resources are used as a clean renewable energy source with high competitiveness and play an important role in dealing with global climate change, energy conservation, emission reduction and haze treatment. Hot dry rock refers to rock (body) that is hot in the earth but lacks fluid or a small amount of fluid due to low porosity and low permeability, and the heat stored in hot dry rock needs to be recovered by artificial fracturing to form an Enhanced Geothermal System (EGS). The dry hot rock is different from a hydrothermal geothermal rock stratum and has the outstanding characteristics that a reservoir is compact, does not contain or contains a small amount of fluid, and needs to be fractured to store and take heat. In hot dry rock geothermal development, a place where heat exchange can be performed, namely a fracture system with high permeability, is usually formed in a deep high-temperature heat storage rock stratum through hydraulic fracturing and the like. During production, low-temperature water is injected into the injection (recharge) well to exchange heat with surrounding rocks to generate high-temperature and high-pressure water or a water-vapor mixture, and the high-temperature and high-pressure water or the water-vapor mixture is produced in the production well and is used for direct heat supply or power generation. At present, the hot dry rock geothermal megawatt power generation work just starts, the hot dry rock geothermal megawatt power generation work is still in a test stage, the rock mass transformation mainly adopts hydraulic fracturing, the pressure fracture initiation and fracturing are large, the complex development degree of cracks is not good, a thermal breakthrough effect can be formed frequently, and the heat exchange efficiency is greatly reduced.
Earlier studies showed that CO2As a fracturing fluid, the fracturing fluid can effectively reduce the fracture initiation pressure during fracturing, generate small-scale large-scale complex fracture network and contain CO2Long fracture propagation distance, CO as gas2The fracturing fluid has the characteristics of good fracturing flowback effect, is an ideal medium for dry hot rock fracturing, can be used for generating foam fracturing by combining nitrogen, or can be used for mixing fracturing by mixing clear water, and the addition of the additive can also effectively improve the viscosity of the fracturing fluid, reduce the resistance and the like, so that the dry hot rock can be transformed by various types of fluid to ensure good fracturing effect. In addition, CO2As greenhouse gas, large-scale emission can cause serious environmental damage, cause temperature rise and sea level rise, and carbon dioxide can be sealed in an underground reservoir by fracturing geothermal media such as dry hot rocks, and the like, thereby being feasible to reduce CO2A method of venting.
At present, hydraulic fracturing is mainly adopted for hot dry rock fracturing, carbon dioxide, nitrogen and the like are not applied to hot dry rock fracturing, fracturing effects of different fluid components under different geological backgrounds are unclear, fracturing engineering factors such as discharge capacity and concentration have undefined influence on crack development after fracturing, and related simulation experiment equipment is lacked.
Therefore, a device for building the hot dry rock heat storage by experimentally simulating multi-type fluid fracturing is needed.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provides a device for building hot dry rock heat storage by experimentally simulating multi-type fluid fracturing, which can simulate the fracturing effect of carbon dioxide, nitrogen and water on hot dry rock under different experimental conditions.
In order to achieve the purpose, the device for building the hot dry rock thermal storage by experimentally simulating the fracturing of various types of fluids comprises a thermostat, a first pressure pump, a first pressure sensing rod, a second pressure pump, a second pressure sensing rod, a third pressure pump, a third pressure sensing rod, N2Gas cylinder, first conduit, CO2The device comprises a gas cylinder, a second guide pipe, a third guide pipe, a water container, a reagent funnel and a fourth guide pipe;
the dry and hot rock sample is positioned in the constant temperature box, a first pressure sensing piece is arranged at the top of the dry and hot rock sample, a first pressure pump is connected with the first pressure sensing piece through a first pressure sensing rod, a second pressure sensing piece is arranged on the right side surface of the dry and hot rock sample, the second pressure pump is connected with the second pressure sensing piece through a second pressure sensing rod, a third pressure sensing piece is arranged on the front side surface of the dry and hot rock sample, and the third pressure pump is connected with the third pressure sensing piece through a third pressure sensing rod;
N2the outlet of the gas cylinder is communicated with the inlet of the first conduit, and CO2The outlet of the gas cylinder is communicated with the inlet of the first conduit, the outlet of the first conduit is communicated with the inlet of the second conduit, one end of the third conduit is inserted into the water container, the other end of the third conduit is communicated with the inlet of the second conduit, the third conduit is provided with a first liquid pump, the outlet of the reagent funnel is communicated with the inlet of the second conduit through a fourth conduit, and the outlet of the second conduit is communicated with the dry heatThe inlets of the left side surfaces of the rock samples are communicated.
N2The gas cylinder is communicated with the first conduit through a fifth conduit, and the fifth conduit is provided with a second liquid pump, a first flowmeter and a first valve.
CO2The outlet of the gas cylinder is communicated with the first conduit through a sixth conduit, and the sixth conduit is provided with a second valve, a third liquid pump and a second flowmeter.
The third conduit is provided with a third valve and a third flow meter.
And a fourth valve, a fourth liquid pump and a fourth flowmeter are arranged on the fourth conduit.
And a fifth valve and a fifth flowmeter are arranged on the second guide pipe.
The device also comprises a support, wherein the constant temperature box is placed on the support.
The invention has the following beneficial effects:
when the device for building the hot dry rock heat storage by experimentally simulating the fracturing of various types of fluids is specifically operated, the geological conditions such as temperature, pressure and the like required by different hot dry rock bodies can be simulated by using the first liquid pump, the second liquid pump, the third liquid pump, the thermostat, the first pressure pump, the second pressure pump and the third pressure pump, and according to experimental design, CO can be developed2、N2And the fracturing experiment of single fluid of fluid such as water or the mixed fluid of the two fluids and the three fluids, can add reagent through the reagent funnel simultaneously to increase the viscosity of fracturing fluid, improve and carry the proppant ability, reduce frictional resistance etc.. The fracturing effect of the hot dry rock under different geological conditions can be researched by combining different types of fluids in proportion; the analysis can be carried out macroscopically and microscopically by observing and CT scanning the dry-hot rock sample before and after fracturing. CO 22When the fluid is used as fracturing fluid to fracture the hot dry rock, the fracturing pressure can be effectively reduced, the complexity of the fracture is increased, and the damage to the hot dry rock stratum is reduced. The experimental device and the system have the advantages of simple structure and convenience in operation, and can be used for measuring the fracturing effect evaluation of the multi-type fracturing fluid fracturing hot dry rock under different geological backgrounds.
Drawings
FIG. 1 is a schematic structural diagram of the present invention.
Wherein 1 is N2Gas cylinder, 2 is CO2A gas cylinder, 3 is a first valve, 4 is a fifth conduit, 5 is a second liquid pump, 6 is a first flow meter, 7 is a second valve, 8 is a third liquid pump, 9 is a second flow meter, 10 is a sixth conduit, 11 is a first conduit, 12 is a fifth valve, 13 is a water container, 14 is a third valve, 15 is a first liquid pump, 16 is a third flow meter, 17 is a third conduit, 18 is a reagent hopper, 19 is a fourth valve, 20 is a fourth liquid pump, 21 is a fourth flow meter, 22 is a fourth conduit, 23 is a second conduit, 24 is a fifth flow meter, 25 is a thermostat, 26 is a dry hot rock sample, 27 is a first pressure pump, 28 is a first pressure sensing rod, 29 is a first pressure sensing piece, 30 is a second pressure pump, 31 is a second pressure sensing rod, 32 is a second pressure sensing piece, 33 is a third pressure sensing pump, 34 is a third pressure sensing rod, 35 is a third pressure sensing piece, And 36 is a bracket.
Detailed Description
The invention is described in further detail below with reference to the accompanying drawings:
referring to fig. 1, the device for building hot dry rock thermal storage by experimental simulation of multi-type fluid fracturing according to the present invention comprises a thermostat 25, a first pressurizing pump 27, a first pressure sensing rod 28, a second pressurizing pump 30, a second pressure sensing rod 31, a third pressurizing pump 33, a third pressure sensing rod 34, N2Gas cylinder 1, first conduit 11, CO2A gas cylinder 2, a second conduit 23, a third conduit 17, a water container 13, a reagent funnel 18 and a fourth conduit 22; the dry and hot rock sample 26 is positioned in the thermostat 25, a first pressure sensing piece 29 is arranged at the top of the dry and hot rock sample 26, a first pressure pump 27 is connected with the first pressure sensing piece 29 through a first pressure sensing rod 28, a second pressure sensing piece 32 is arranged on the right side surface of the dry and hot rock sample 26, a second pressure pump 30 is connected with the second pressure sensing piece 32 through a second pressure sensing rod 31, a third pressure sensing piece 35 is arranged on the front side surface of the dry and hot rock sample 26, and a third pressure pump 33 is connected with the third pressure sensing piece 35 through a third pressure sensing rod 34; n is a radical of2The outlet of the gas cylinder 1 communicates with the inlet of the first conduit 11, CO2Gas cylinderThe outlet of the second guide pipe 2 is communicated with the inlet of the first guide pipe 11, the outlet of the first guide pipe 11 is communicated with the inlet of the second guide pipe 23, one end of the third guide pipe 17 is inserted into the water container 13, the other end of the third guide pipe 17 is communicated with the inlet of the second guide pipe 23, the third guide pipe 17 is provided with a first liquid pump 15, the outlet of the reagent funnel 18 is communicated with the inlet of the second guide pipe 23 through a fourth guide pipe 22, and the outlet of the second guide pipe 23 is communicated with the inlet of the left side surface of the dry hot rock sample 26.
Specifically, N2The gas cylinder 1 is communicated with the first conduit 11 through a fifth conduit 4, the fifth conduit 4 is provided with a second liquid pump 5, a first flow meter 6 and a first valve 3, CO2The outlet of the gas cylinder 2 is communicated with a first conduit 11 through a sixth conduit 10, the sixth conduit 10 is provided with a second valve 7, a third liquid pump 8 and a second flow meter 9, the third conduit 17 is provided with a third valve 14 and a third flow meter 16, the fourth conduit 22 is provided with a fourth valve 19, a fourth liquid pump 20 and a fourth flow meter 21, and the second conduit 23 is provided with a fifth valve 12 and a fifth flow meter 24.
The invention also comprises a support 36, wherein the incubator 25 is placed on the support 36.
The size and the dimension of each pressure sensing piece are consistent with the size of a square rock sample and are cubic, so that the uniform stress is ensured, and the size is mostly 30cm multiplied by 30cm or 40cm multiplied by 40 cm; the actual geological pressure is simulated by each pressurizing pump. The measuring range of each flowmeter is 1000ml/min, the precision is 0.1ml/min, and the pressure resistance is 50 MPa; the measuring range of each pressure sensor is 0-50MPa, and the measuring precision is 0.1 MPa.
The specific working process of the invention is as follows:
1) according to the experimental design, preparing a dry hot rock sample 26 with the size of 30cm multiplied by 30cm or 40cm multiplied by 40 cm; carrying out surface photographing description and CT three-dimensional scanning on the rock samples, preparing a plurality of groups of rock samples according to experimental requirements, and ensuring the consistency of the mechanics of the rock samples and the properties of rock and ore;
2) placing the rock sample into a fixed position in the thermostat 25, placing the first pressure sensing piece 29, the second pressure sensing piece 32 and the third pressure sensing piece 35 on the mutually vertical hot dry rock sample 26 plane, and adjusting the thermostat 25, the first pressure pump 27, the second pressure pump 30 and the third pressure pump 33 to set the temperature and the pressure of the experiment;
1) according to experimental conditions, the first valve 3 and the third valve 14 are closed, the fifth valve 12, the second valve 7 and the fourth valve 19 are opened, the thickening agent and the resistance reducing agent are added into the reagent hopper 18, and according to experimental conditions, set CO is used2Fracturing the rock sample at the flow rate; the fracturing time is more than 1 h;
2) after fracturing is completed, closing the fifth valve 12, loading pressure and unloading the rock sample, observing the surface crack condition of the rock sample, and performing CT three-dimensional scanning;
3) the rock sample is replaced again, the first valve 3 and the fifth valve 12 are opened, the loading temperature and pressure of the rock sample are set, the second liquid pump 5 and the third liquid pump 8 are started, the flow rate is adjusted, and a fracturing fluid reagent is added according to a certain rate, so that the mixed gas is used for fracturing the rock sample in a certain combination; the fracturing time is more than 1 h;
4) after fracturing is completed, closing the fifth valve 12, loading pressure and unloading the rock sample, observing the surface crack condition of the rock sample, and performing CT three-dimensional scanning;
5) the rock sample is placed again, the first valve 3, the second valve 7, the fifth valve 12 and the third valve 14 are opened, the loading temperature and pressure of the rock sample are set, the second liquid pump 5, the third liquid pump 8 and the first liquid pump 15 are started, the flow rate is adjusted, and a fracturing fluid reagent is added according to a certain rate, so that the mixed fluid fractures the rock sample in a certain combination; the fracturing time is more than 1 h;
6) after fracturing is completed, closing the fifth valve 12, loading pressure and unloading the rock sample, observing the surface crack condition of the rock sample, and performing CT three-dimensional scanning;
7) after the experiment is finished, cleaning the pipeline, monitoring and closing each valve;
and performing multiple groups of comparison experiments according to the experimental scheme, analyzing differences, and selecting the optimal combination of the fracturing effect.
Claims (7)
1. The device for constructing the hot dry rock heat storage by experimental simulation of multi-type fluid fracturing is characterized by comprising a constant temperature box (25) and a first pressure pump (27)) A first pressure sensing rod (28), a second pressurizing pump (30), a second pressure sensing rod (31), a third pressurizing pump (33), a third pressure sensing rod (34), and N2Gas cylinder (1), first conduit (11), CO2A gas cylinder (2), a second conduit (23), a third conduit (17), a water container (13), a reagent funnel (18) and a fourth conduit (22);
the dry and hot rock sample (26) is positioned in the thermostat (25), a first pressure sensing piece (29) is arranged at the top of the dry and hot rock sample (26), a first pressure pump (27) is connected with the first pressure sensing piece (29) through a first pressure sensing rod (28), a second pressure sensing piece (32) is arranged on the right side face of the dry and hot rock sample (26), a second pressure pump (30) is connected with the second pressure sensing piece (32) through a second pressure sensing rod (31), a third pressure sensing piece (35) is arranged on the front side face of the dry and hot rock sample (26), and a third pressure pump (33) is connected with the third pressure sensing piece (35) through a third pressure sensing rod (34);
N2the outlet of the gas cylinder (1) is communicated with the inlet of the first conduit (11), and CO2The outlet of the gas cylinder (2) is communicated with the inlet of a first conduit (11), the outlet of the first conduit (11) is communicated with the inlet of a second conduit (23), one end of a third conduit (17) is inserted into a water container (13), the other end of the third conduit (17) is communicated with the inlet of the second conduit (23), a first liquid pump (15) is arranged on the third conduit (17), the outlet of a reagent funnel (18) is communicated with the inlet of the second conduit (23) through a fourth conduit (22), and the outlet of the second conduit (23) is communicated with the inlet of the left side surface of the dry and hot rock sample (26).
2. The apparatus for constructing hot dry rock thermal storage according to claim 1, wherein N is N2The gas cylinder (1) is communicated with the first conduit (11) through a fifth conduit (4), and the fifth conduit (4) is provided with a second liquid pump (5), a first flow meter (6) and a first valve (3).
3. The apparatus for hot dry rock thermal storage construction using experimental simulation of multi-type fluid fracturing as claimed in claim 2, wherein the CO is CO2The outlet of the gas cylinder (2) is connected with the first conduit (11) through a sixth conduit (10)And a second valve (7), a third liquid pump (8) and a second flowmeter (9) are arranged on the sixth conduit (10).
4. The device for building the hot dry rock heat storage by experimentally simulating the fracturing of multiple types of fluids according to claim 3, wherein a third valve (14) and a third flow meter (16) are arranged on the third conduit (17).
5. The device for building the hot dry rock heat storage by experimentally simulating the fracturing of the multiple types of fluids according to claim 4, wherein a fourth valve (19), a fourth liquid pump (20) and a fourth flow meter (21) are arranged on the fourth conduit (22).
6. The device for building the hot dry rock thermal storage by experimentally simulating the fracturing of multiple types of fluids according to claim 5, wherein the second conduit (23) is provided with a fifth valve (12) and a fifth flow meter (24).
7. The device for building the hot dry rock thermal storage by experimental simulation of multi-type fluid fracturing according to claim 1, further comprising a support (36), wherein the thermostat (25) is placed on the support (36).
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113009082A (en) * | 2021-03-03 | 2021-06-22 | 山西绿巨人环境科技有限公司 | Method for judging heat storage of flat ground continuously stacked waste rock hills without soil by pH value |
CN114893177A (en) * | 2022-06-21 | 2022-08-12 | 中国矿业大学 | Water injection fracturing shear test system for simulating geothermal system dry hot rock |
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2020
- 2020-06-05 CN CN202010508091.5A patent/CN111551442A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113009082A (en) * | 2021-03-03 | 2021-06-22 | 山西绿巨人环境科技有限公司 | Method for judging heat storage of flat ground continuously stacked waste rock hills without soil by pH value |
CN113009082B (en) * | 2021-03-03 | 2022-11-18 | 山西绿巨人环境科技有限公司 | Method for judging heat storage of flat ground continuously stacked waste rock hills without soil by pH value |
CN114893177A (en) * | 2022-06-21 | 2022-08-12 | 中国矿业大学 | Water injection fracturing shear test system for simulating geothermal system dry hot rock |
CN114893177B (en) * | 2022-06-21 | 2023-09-26 | 中国矿业大学 | Water injection fracturing shear test system for simulating geothermal system dry-hot rock |
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