CN108196019B - Three-dimensional injection-production device for testing quality index of reinjection water of underground water-sealed cave depot - Google Patents

Three-dimensional injection-production device for testing quality index of reinjection water of underground water-sealed cave depot Download PDF

Info

Publication number
CN108196019B
CN108196019B CN201711352279.XA CN201711352279A CN108196019B CN 108196019 B CN108196019 B CN 108196019B CN 201711352279 A CN201711352279 A CN 201711352279A CN 108196019 B CN108196019 B CN 108196019B
Authority
CN
China
Prior art keywords
water
pipe
cave
injection
cave depot
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201711352279.XA
Other languages
Chinese (zh)
Other versions
CN108196019A (en
Inventor
赵东锋
殷丹丹
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhejiang Ocean University ZJOU
Original Assignee
Zhejiang Ocean University ZJOU
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Zhejiang Ocean University ZJOU filed Critical Zhejiang Ocean University ZJOU
Priority to CN201711352279.XA priority Critical patent/CN108196019B/en
Publication of CN108196019A publication Critical patent/CN108196019A/en
Application granted granted Critical
Publication of CN108196019B publication Critical patent/CN108196019B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N33/00Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
    • G01N33/18Water
    • G01N33/1893Water using flow cells
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N15/00Investigating characteristics of particles; Investigating permeability, pore-volume or surface-area of porous materials
    • G01N15/08Investigating permeability, pore-volume, or surface area of porous materials
    • G01N15/082Investigating permeability by forcing a fluid through a sample

Landscapes

  • Chemical & Material Sciences (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Pathology (AREA)
  • Physics & Mathematics (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Food Science & Technology (AREA)
  • Medicinal Chemistry (AREA)
  • Engineering & Computer Science (AREA)
  • Dispersion Chemistry (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)

Abstract

The invention discloses a three-dimensional injection and production device for testing the water quality index of reinjection water of an underground water-sealed cave depot, which comprises an experimental platform, an underground water-sealed cave depot three-dimensional model and a advection pump, wherein the underground water-sealed cave depot three-dimensional model comprises a device box body, artificial rocks are filled in the device box body, a water curtain tunnel and a main cave chamber are reserved between the device box body and the artificial rocks, the water curtain tunnel is positioned at the rear side of the main cave chamber, a water inlet pipe is arranged at the top of the water curtain tunnel, a water injection pipe is arranged at the bottom of the water curtain tunnel, the water injection pipe is connected with the advection pump through a conveying pipe, an oil inlet and an oil outlet are arranged on the rear end surface of the main cave chamber, an oil inlet pipe is arranged on the oil inlet, an oil outlet pipe is arranged on the oil outlet, and partition plates are uniformly arranged in the main cave chamber, the device of the invention obtains the influence rule of water quality, determining each index of water quality.

Description

Three-dimensional injection-production device for testing quality index of reinjection water of underground water-sealed cave depot
Technical Field
The invention relates to the technical field of water seal cave depots, in particular to a three-dimensional injection and production device for testing the water quality index of reinjection water of an underground water seal cave depot.
Background
With the rapid development of Chinese economy, the demand of petroleum is increasing. For China, the storage of petroleum strategic reserves plays an important role in ensuring the national safety and the sustainable development of national economy. The underground water-sealed cave depot has the advantages of safety, economy, high efficiency, large storage capacity and the like, so the underground water-sealed cave depot is greatly developed in recent decades and is widely applied to the national petroleum strategic reserve. The underground water seal cave depot needs a large amount of stratum seepage water and manual water replenishing to maintain the leakproofness of the cave depot to crude oil, and a large amount of water is to be produced, and the water discharges everywhere and can cause pollution, and also causes waste, consequently adopts the produced water reinjection more, but whether reinjection water quality accords with the reinjection requirement, needs to study, the experimental apparatus in this aspect is urgently needed.
Disclosure of Invention
The invention aims to provide a three-dimensional injection and production device for testing the water quality index of reinjection water of an underground water sealed rock cavern, aiming at overcoming the defects in the prior art, and testing the influence of the reinjection water on the rock permeability of the cavern and the influence on a water replenishing stabilizing system of the cavern, so that the influence law of each index parameter of water quality on the spatial permeability of the water replenishing system and the influence law of the water replenishing stabilizing system is obtained, and each index of the water quality is determined.
In order to solve the technical problems, the invention adopts the following technical scheme: the three-dimensional injection and production device for testing the quality index of reinjection water of the underground water-sealed cave depot comprises an experiment platform, an underground water-sealed cave depot three-dimensional model and a advection pump, wherein the underground water-sealed cave depot three-dimensional model is positioned above the experiment platform and comprises a device box body, artificial rocks are filled in the device box body, a water curtain roadway and a main cave chamber are reserved between the device box body and the artificial rocks, the water curtain roadway is positioned at the rear side of the main cave chamber, a water inlet pipe is arranged at the top of the water curtain roadway, a water injection pipe is arranged at the bottom of the water curtain roadway, the water injection pipe is connected with the advection pump through a conveying pipe, an oil inlet and an oil outlet are arranged on the rear end surface of the main cave chamber, an oil inlet pipe is arranged on the oil inlet, an oil outlet pipe is arranged on the oil outlet, and partition plates are uniformly arranged in the main, the main cavern is divided into at least sub-caverns by the partition plate, a through hole is formed between every two adjacent sub-caverns, water outlets are formed in the bottoms of the sub-caverns, and water drainage hoses are arranged on the water outlets.
The invention is further arranged that the oil inlet pipe and the oil outlet pipe are both provided with flow control valves, and the design of the flow control valves can control the flow of oil products in the oil inlet pipe and the oil outlet pipe, thereby accurately and effectively controlling the height of the oil products in the main chamber, facilitating the subsequent experiment operation, improving the accuracy of experiment values and simultaneously improving the operation safety performance of the whole device.
The invention is further set that the side wall of the device box body is a stone enclosing wall, the design of the stone enclosing wall is more reasonable, the device box body is more in line with the terrain design of the actual underground water seal cave depot, and the reliability of the experiment is improved.
The invention is further set that a damping plate is arranged below the advection pump and fixedly connected with the experiment platform through a support frame, the damping plate is designed to facilitate the installation of the advection pump, simultaneously reduce the mechanical noise of the advection pump during working and improve the operation safety performance, the support frame is designed to facilitate the installation and fixation between the damping plate and the experiment platform, and the advection pump is ingenious in design and convenient and fast to install and disassemble.
The invention is further set that the four side walls of the device box body are provided with guide pipes, the guide pipes are designed to facilitate the laying of the drainage hoses, the specific drainage hose is laid on the bottom drainage port of each branch chamber, the laying of the drainage hose at the bottom of each branch chamber is carried out successively according to the sequence from left to right, from front to back and from top to bottom, the drainage hose with the label tape 1 is laid at the bottom of the first branch chamber, the drainage hose with the label tape 2 is laid at the bottom of the second branch chamber, the drainage hoses are laid in sequence until all the drainage hoses in all the branch chambers are completely laid, and the drainage hose is pulled out from the guide pipe closest to the specific position of each drainage hose, so that the subsequent measurement of the drainage amount in each branch chamber is facilitated, and the structural design is more ingenious and reasonable.
According to the device, through a produced water reinjection seepage experiment, the influence of the reinjected produced water on rock permeability of the cavern and the influence of the reinjected produced water on a water replenishing stabilizing system of the cavern are tested, the influence rule of water quality index parameters on the spatial permeability of the water replenishing system and the influence rule of the water replenishing stabilizing system are obtained, and each index of the water quality is determined.
Drawings
The invention is further described below with reference to the accompanying drawings:
FIG. 1 is a schematic structural diagram of a three-dimensional injection and production device for testing the water quality index of reinjection water of an underground water-sealed cave depot;
FIG. 2 is a schematic structural diagram of a case of the apparatus of the present invention;
FIG. 3 is a schematic view of the installation structure of the partition plate according to the present invention;
fig. 4 is a schematic diagram of the internal structure of the device case in the invention.
In the figure: 1. an experimental platform; 2. an underground water seal cave depot three-dimensional model; 3. a advection pump; 4. a device case; 5. artificial rock; 6. a water curtain roadway; 7. a main chamber; 8. a water inlet pipe; 9. a water injection pipe; 10. a delivery pipe; 11. an oil inlet; 12. an oil outlet; 13. an oil inlet pipe; 14. an oil outlet pipe; 15. a partition plate; 16. perforating; 17. a water outlet; 18. a drain hose; 19. a flow control valve; 20. a damper plate; 21. a support frame; 22. a conduit; 23. and (5) a stone enclosing wall.
Detailed Description
As shown in fig. 1 to 4, the three-dimensional injection and production device for testing the quality index of the reinjection water of the underground water-sealed cave depot comprises an experimental platform 1, an underground water-sealed cave depot three-dimensional model 2 and a advection pump 3, wherein the underground water-sealed cave depot three-dimensional model 2 is positioned above the experimental platform 1, the underground water-sealed cave depot three-dimensional model 2 comprises a device box body 4, the side wall of the device box body 4 is a stone enclosing wall 23, the stone enclosing wall 23 is more reasonably designed to better conform to the actual topographic design of the underground water-sealed cave depot, the experimental reliability is improved, the device box body 4 is filled with artificial rocks 5, a water curtain roadway 6 and a main cave chamber 7 are reserved between the device box body 4 and the artificial rocks 5, the water curtain roadway 6 is positioned at the rear side of the main cave chamber 7, a water inlet pipe 8 is arranged at the top of the water curtain roadway 6, a water injection pipe 9 is arranged at the bottom of the water curtain roadway, the lower part of the advection pump 3 is provided with a damping plate 20, the damping plate 20 is fixedly connected with the experiment platform 1 through a support frame 21, the damping plate 20 is designed to facilitate the installation of the advection pump 3, simultaneously reduce the mechanical noise of the advection pump 3 during working and improve the operation safety performance, the support frame 21 is designed to facilitate the installation and fixation between the damping plate 20 and the experiment platform 1, the design is ingenious, the installation and the disassembly are convenient, the rear end face of the main chamber 7 is provided with an oil inlet 11 and an oil outlet 12, the oil inlet 11 is provided with an oil inlet pipe 13, the oil outlet 12 is provided with an oil outlet pipe 14, the oil inlet pipe 13 and the oil outlet pipe 14 are both provided with flow control valves 19, the flow control valves 19 are designed to control the flow of oil in the oil inlet pipe 13 and the oil outlet pipe 14, thereby accurately and effectively controlling the height of the oil in the main chamber 7, facilitating the subsequent experiment operation and improving, and simultaneously, the operation safety performance of the whole device is also improved.
The main cavern 7 is uniformly provided with the partition plates 15, the partition plates 15 divide the main cavern 7 into at least 54 branch caverns, and the perforations 16 are arranged between the adjacent branch caverns, so that the communication of each branch cavern can be ensured, and the oil in the main cavern 7 can be communicated with each other due to the fact that the density of the oil is less than that of the water; the bottom of the branch cavern is provided with a water outlet 17, a water discharge hose 18 is arranged on the water outlet 17, an operator collects the water through the device, specific measurement is carried out outside, and the design is more compact and reasonable. The four side walls of the device box body 4 are provided with guide pipes 22, the design of the guide pipes 22 can facilitate the laying of the drainage hoses 18, the specific drainage hoses 18 are laid on the bottom water outlets 17 of each branch cavern, the laying of the drainage hoses 18 at the bottom of each branch cavern is carried out successively according to the sequence from left to right, from front to back and from top to bottom, the drainage hoses 18 with the reference number belt 1 are laid at the bottom of the first branch cavern, the drainage hoses 18 with the reference number belt 2 are laid at the bottom of the second branch cavern, and the laying is carried out sequentially until all the drainage hoses 18 in all the branch caverns are laid, and the drainage hoses 18 are pulled out from the guide pipes 22 closest to each other according to the specific position of each drainage hose 18, so that the subsequent measurement of the drainage quantity in each branch cavern is facilitated, and the structural design is more ingenious and reasonable.
During actual work, the whole device can be ensured to be operated and then an actual experiment is carried out, firstly, water with measured water quality components is injected into the water curtain roadway 6 through the water inlet pipe 8 and then injected into the three-dimensional model 2 of the underground water-sealed cave depot through the water curtain roadway 6, then oil is conveyed to the oil inlet 11 through the oil inlet pipe 13, meanwhile, the input quantity of the oil is controlled through the flow control valve 19, so that the height of the oil in the main cave chamber 7 is controlled, then the oil is injected into the main cave chamber 7 of the three-dimensional model 2 of the underground water-sealed cave depot through the oil inlet 11, and the pressure of the injected water is adjusted until the oil surface in the main cave chamber 7 keeps a certain liquid level height, so that the flow of the injected water is controlled within a specified numerical range, and the water discharge quantity of each branch cave chamber is measured through the water discharge port 17; then, the discharged water is conveyed into a water injection pipe 9 through a conveying pipe 10 by a constant flow pump 3 and then is injected into a water curtain roadway 6 through the water injection pipe 9, so that the circulating injection of the water is realized, the water is repeatedly injected in the way, the water discharge of each branch cavern at each time is measured, the uniform water-supplementing performance of a water curtain system and the uniform water-supplementing stability are judged by observing the change of the water discharge of each branch cavern, when the water discharge of the branch cavern is detected to be increased and reduced at the same time, the phenomena of blockage and channeling appear in the branch cavern, the phenomena of channeling appear in the water-supplementing process when the water discharge is increased, the phenomena of blockage and channeling appear in the water-supplementing process when the water discharge is reduced or even is not discharged, and the stability of the water-supplementing system of the water seal cavern is changed when the two conditions appear;
according to the invention, the oil quantity of the oil inlet 11 and the oil outlet 12 is controlled, so that the height of an oil product in the main chamber 7 is effectively controlled, water with the same water quality is adopted for replenishing water at different oil product heights, the influence of the liquid level height of the oil product on the stability of a water replenishing system is obtained through specific experimental measurement, water is replenished through controlling the oil product at a specified height by adopting different water quality water, and the influence of different water quality parameters on the stability of the water replenishing system is obtained through specific experimental measurement. The device can simulate a three-dimensional large simulation device of a water curtain system of a large crude oil water seal cave depot, and test the influence of produced water reinjection on the rock permeability of the cave depot and the influence on a water supplementing stabilizing system of the cave depot through a produced water reinjection seepage experiment, so that the influence rule of water quality index parameters on the space permeability of the water supplementing system and the water supplementing stabilizing system is obtained, and each index of water quality is determined.
The above is only a specific embodiment of the present invention, but the technical features of the present invention are not limited thereto. Any simple variations, equivalent substitutions or modifications based on the present invention to achieve substantially the same technical effects are within the scope of the present invention.

Claims (5)

1. The utility model provides a test underground water seal rock cave storehouse reinjection water quality index's three-dimensional injection adopts device which characterized in that: the device comprises an experiment platform (1), an underground water seal cave depot three-dimensional model (2) and a advection pump (3), wherein the underground water seal cave depot three-dimensional model (2) is positioned above the experiment platform (1), the underground water seal cave depot three-dimensional model (2) comprises a device box body (4), the device box body (4) is filled with artificial rocks (5), a water curtain roadway (6) and a main cave (7) are reserved in the artificial rocks (5), the water curtain roadway (6) is positioned on the rear side of the main cave (7), a water inlet pipe (8) is arranged at the top of the water curtain roadway (6) and used for injecting water for measuring water quality components into the water curtain roadway (6), a water injection pipe (9) is arranged at the bottom of the water curtain roadway (6), the water injection pipe (9) is connected with the advection pump (3) through a conveying pipe (10), an oil inlet (11) and an oil outlet (12) are arranged on the rear end face of the main cave (7), be provided with into oil pipe (13) on oil inlet (11), be provided with oil outlet pipe (14) on oil outlet (12), evenly be provided with division board (15) in main hole room (7), division board (15) will main hole room (7) are cut apart into at least 54 branch hole rooms, are provided with perforation (16) between the adjacent branch hole room, the bottom of dividing the hole room all sets up outlet (17), be provided with drainage hose (18) on outlet (17), collect to externally measure, utilize advection pump (3) to carry discharged water through conveyer pipe (10) in water injection pipe (9) after that, pour into water curtain tunnel (6) through water injection pipe (9), realize the circulation injection of water.
2. The three-dimensional injection production device for testing the water quality index of the reinjection water of the underground water-sealed cave depot according to claim 1, which is characterized in that: the oil inlet pipe (13) and the oil outlet pipe (14) are both provided with flow control valves (19).
3. The three-dimensional injection and production device for testing the water quality index of the reinjection water of the underground water-sealed cave depot according to claim 1 or 2, is characterized in that: the side wall of the device box body (4) is a stone enclosing wall (23).
4. The three-dimensional injection production device for testing the water quality index of the reinjection water of the underground water-sealed cave depot according to claim 3, characterized in that: a damping plate (20) is arranged below the constant-current pump (3), and the damping plate (20) is fixedly connected with the experiment platform (1) through a support frame (21).
5. The three-dimensional injection production device for testing the water quality index of the reinjection water of the underground water-sealed cave depot according to claim 1, which is characterized in that: the four side walls of the device box body (4) are provided with guide pipes (22).
CN201711352279.XA 2017-12-15 2017-12-15 Three-dimensional injection-production device for testing quality index of reinjection water of underground water-sealed cave depot Active CN108196019B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711352279.XA CN108196019B (en) 2017-12-15 2017-12-15 Three-dimensional injection-production device for testing quality index of reinjection water of underground water-sealed cave depot

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711352279.XA CN108196019B (en) 2017-12-15 2017-12-15 Three-dimensional injection-production device for testing quality index of reinjection water of underground water-sealed cave depot

Publications (2)

Publication Number Publication Date
CN108196019A CN108196019A (en) 2018-06-22
CN108196019B true CN108196019B (en) 2020-10-02

Family

ID=62574560

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201711352279.XA Active CN108196019B (en) 2017-12-15 2017-12-15 Three-dimensional injection-production device for testing quality index of reinjection water of underground water-sealed cave depot

Country Status (1)

Country Link
CN (1) CN108196019B (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109374504B (en) * 2018-11-19 2020-11-13 浙江海洋大学 Test method for dynamically monitoring water supplementing effect of water curtain of large-scale underground water-sealed stone cave depot
CN109444018B (en) * 2018-11-19 2021-01-05 浙江海洋大学 Water quality index measuring method for reinjection water of water-sealed petroleum cavern
CN109297883A (en) * 2018-11-27 2019-02-01 浙江海洋大学 Measure the circulation re-injection experimental provision of water seal petroleum cave depot reinjected water water quality indicator
CN109374506A (en) * 2018-11-29 2019-02-22 浙江海洋大学 A kind of device of dynamic monitoring Large Underground water seal pit hole library water curtain moisturizing effect

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103234490A (en) * 2013-05-06 2013-08-07 中国水电顾问集团中南勘测设计研究院 Water-seal effect measuring and control device of water-seal underground oil storage cavern
CN204457869U (en) * 2014-12-31 2015-07-08 清华大学 Underground water seal cave depot water curtain hole automatic water filling system
CN105966797A (en) * 2016-05-25 2016-09-28 清华大学 Design method of double-curtain system used for preventing leakage of oil and gas storage cavern
CN206203121U (en) * 2016-11-30 2017-05-31 中国石油天然气集团公司 A kind of oil-in-water formula sunken tank
CN107192653A (en) * 2017-07-04 2017-09-22 福州大学 The test device and test method of underground water seal cave depot rock mass water sealing condition

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103234490A (en) * 2013-05-06 2013-08-07 中国水电顾问集团中南勘测设计研究院 Water-seal effect measuring and control device of water-seal underground oil storage cavern
CN204457869U (en) * 2014-12-31 2015-07-08 清华大学 Underground water seal cave depot water curtain hole automatic water filling system
CN105966797A (en) * 2016-05-25 2016-09-28 清华大学 Design method of double-curtain system used for preventing leakage of oil and gas storage cavern
CN206203121U (en) * 2016-11-30 2017-05-31 中国石油天然气集团公司 A kind of oil-in-water formula sunken tank
CN107192653A (en) * 2017-07-04 2017-09-22 福州大学 The test device and test method of underground water seal cave depot rock mass water sealing condition

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
Experimental study of water curtain performance for gas storage in an underground cavern;Zhongkui Li等;《Journal of Rock Mechanics and Geotechnical Engineering》;20091231;第1卷(第1期);第89-96页 *
LPG地下水封石洞储库设计;何红梅等;《石油规划设计》;20000930;第11卷(第5期);第29-31页 *
基于离散介质流固耦合理论的地下石油洞库水封性和稳定性评价;李术才等;《岩石力学与工程学报》;20121130;第31卷(第11期);第2161-2170页 *
基于连续介质理论的地下水封石油洞库渗流场及水封适宜性研究;贾甲;《水利与建筑工程学报》;20160630;第14卷(第3期);第192-196页 *

Also Published As

Publication number Publication date
CN108196019A (en) 2018-06-22

Similar Documents

Publication Publication Date Title
CN108196019B (en) Three-dimensional injection-production device for testing quality index of reinjection water of underground water-sealed cave depot
CN204754919U (en) Multistage shutoff of roof water guide crack area is system of leaking hunting in step
CN109342274B (en) Polymer fracture grouting model test device and test method under pressure-bearing dynamic water condition
CN108169419B (en) Device for testing influence of water-seal cave depot reinjection water on cave depot and experimental method
CN108222082B (en) Dynamic precipitation indoor model test method and device for foundation pit under condition of multiple aquifers
CN104196527B (en) Multilateral well productivity simulation system and multilateral well productivity simulation experimental technique
CN105548483A (en) System and method for simulating water inrush from coal mining floor above artesian water aquifers
CN108266166B (en) Experimental device and method for evaluating fluctuation oil recovery micro-jet permeability-increasing mechanism of fractured reservoir
CN108318396A (en) The test method of Seepage Field of Tailings Dam analog simulation pilot system
CN205786605U (en) A kind of this coal bed gas extraction experimental simulation device
CN108037267A (en) A kind of pipe leakage water eroding and flooding of simulating induces the experimental rig that road caves in
CN104833618A (en) Method and device for performing simulating profile control to heterogeneous reservoir in laboratory
CN108168626B (en) Device and method for rapidly measuring pressure and flow of underground water irrigator
CN107290261A (en) A kind of device of simulation seepage flow generation in model geologic body
CN104712295A (en) Visual horizontal well oil deposit sand filling physical model and system
CN201915970U (en) Draining type segment lining model test box
CN102135491B (en) Drainage type segment lining model pore hydrostatic test device
CN110905496B (en) Gas drive overlap simulation device and use method thereof
CN105781509A (en) Flat plate sand packing model percolation experiment system
CN105259330B (en) A kind of indoor experimental apparatus and use the method that this device carries out profile control
CN111366303B (en) Simulation platform, experiment system and method for reservoir leakage detection experiment
CN108915650B (en) Device and method for simulating differential pressure drop in coal bed gas drainage and mining process
CN107387105B (en) Soil pressure shield bentonite pressure maintaining equipment and method
CN210689955U (en) Drainage pipeline seepage-proofing performance test system
CN209400383U (en) A kind of compressed water generation apparatus measuring Rockmass Permeabuity Coefficient

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant