CN203732405U - rock permeability testing device - Google Patents
rock permeability testing device Download PDFInfo
- Publication number
- CN203732405U CN203732405U CN201420017936.0U CN201420017936U CN203732405U CN 203732405 U CN203732405 U CN 203732405U CN 201420017936 U CN201420017936 U CN 201420017936U CN 203732405 U CN203732405 U CN 203732405U
- Authority
- CN
- China
- Prior art keywords
- cavity
- holding unit
- rock
- core holding
- proving installation
- 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.)
- Expired - Fee Related
Links
- 239000011435 rock Substances 0.000 title claims abstract description 97
- 230000035699 permeability Effects 0.000 title claims abstract description 80
- 238000012360 testing method Methods 0.000 title claims abstract description 50
- 238000009434 installation Methods 0.000 claims description 32
- 238000013480 data collection Methods 0.000 claims description 7
- 238000012545 processing Methods 0.000 claims description 7
- 239000007789 gas Substances 0.000 description 39
- 238000000034 method Methods 0.000 description 9
- 230000008859 change Effects 0.000 description 6
- 238000005325 percolation Methods 0.000 description 6
- 238000011144 upstream manufacturing Methods 0.000 description 6
- 230000008569 process Effects 0.000 description 4
- 238000002474 experimental method Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 2
- 238000012544 monitoring process Methods 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 239000000969 carrier Substances 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000003345 natural gas Substances 0.000 description 1
- 239000003209 petroleum derivative Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- -1 shale Substances 0.000 description 1
- 238000004088 simulation Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Landscapes
- Sampling And Sample Adjustment (AREA)
Abstract
The utility model provides a rock permeability testing arrangement, rock permeability testing arrangement includes test system, test system includes: the core holder is internally provided with a core, and is provided with an inlet end and an outlet end, and the inlet end is connected with a cylinder; the pressurizing device is connected with the core holder; and one end of the first cavity is connected with the outlet end of the rock core holder, and the other end of the first cavity is connected with the second cavity. The utility model discloses a rock permeability testing arrangement, the permeability of measurable quantity any permeability rock, its test range is wide.
Description
Technical field
The utility model has about a kind of proving installation, especially has the rock permeability proving installation about a kind of oil and gas exploratory development technical field.
Background technology
Permeability is the parameter that characterizes soil or rock conduction gas ability.In petroleum and natural gas Exploration Domain, permeability is the important indicator for evaluating the stratum quality that contains oil or rock gas.
Existing conventional permeability method of testing is mainly steady state method and pulse attenuation method.Wherein, the process of steady state method testing rock core percolation ratio is: allow the upstream and downstream end of Sandstone Cores under stable pressure reduction, gas can form stable flow velocity during by rock core, measures within a certain period of time gas by the volume of rock core, and further calculating just can draw permeability.Because nanoscale hole in the compacted rocks such as shale, coal and tight sand is grown, porosity and permeability is extremely low, be difficult to form stable flow velocity under stable pressure reduction, therefore, steady state method is not suitable for the permeability test of compacted rock.
The process of pulse attenuation method testing rock core percolation ratio is: adopt clamper to fix in rock core, upstream extremity at clamper is connected respectively a cavity that volume is fixing with downstream end, then to injecting gas in clamper to reach the pressure equilibrium of clamper upstream extremity and downstream end, now, in the cavity of clamper upstream extremity, increase certain pressure, in the cavity of clamper downstream end, reduce certain pressure, gas in clamper upstream extremity cavity starts to spread in rock core, its cavity internal pressure declines, gas in rock core spreads in the cavity of clamper downstream end, clamper downstream end cavity internal pressure rises, now, according to the rise and fall of clamper downstream end cavity internal pressure, can calculate the permeability of rock.Measure the most widely needs in order to meet, the volume of clamper downstream end cavity is often larger, in the time measuring the permeability of common rocks, the gas of clamper upstream extremity can comparatively fasterly pass through rock core, pressure in clamper downstream end cavity can be changed, but for the lower rock of permeability, more small being difficult to of pressure variation of clamper downstream end cavity found, and then is difficult to accurately record permeability.
Therefore, be necessary to provide a kind of new permeability proving installation, overcome above-mentioned defect.
Utility model content
The purpose of this utility model is to provide a kind of rock permeability proving installation, and it can measure the permeability of any permeability rock, and its test specification is wide.
Above-mentioned purpose of the present utility model can adopt following technical proposal to realize:
The utility model provides a kind of rock permeability proving installation, described rock permeability proving installation comprises test macro, and described test macro comprises: core holding unit, is folded with rock core in it, described core holding unit has inlet end and endpiece, and described inlet end is connected with cylinder; Pressue device, it is connected with described core holding unit; The first cavity, its one end is connected with the endpiece of described core holding unit, and its other end is connected with the second cavity.
Preferably, the volume of described the first cavity is less than the volume of described the second cavity.
Preferably, the volume of described the first cavity is 50～100 milliliters, and the volume of described the second cavity is 500～1000 milliliters.
Preferably, between described the first cavity and described the second cavity, be provided with the first valve.
Preferably, on described core holding unit, be connected in parallel to the second valve.
Preferably, between described cylinder and the inlet end of described core holding unit, be connected with the 3rd valve.
Preferably, between the endpiece of described core holding unit and described the first cavity, be connected with the 4th valve.
Preferably, between described pressue device and described core holding unit, between described the first cavity and described core holding unit and be respectively arranged with pressure transducer between described cylinder and described core holding unit.
Preferably, described rock permeability proving installation also comprises air supply system, and described air supply system comprises gas cylinder, and described gas cylinder is connected with the inlet end of described core holding unit.
Preferably, described rock permeability proving installation also comprises data Collection & Processing System, and described data Collection & Processing System comprises computing machine, and described computing machine is connected with described test macro by data line.
Feature and the advantage of rock permeability proving installation of the present utility model are: this rock permeability proving installation is provided with the first cavity and the second cavity, in the time measuring the permeability of rock core of low-permeability, only use the first cavity of small size, due to the small volume of the first cavity, its internal pressure is obvious with the volume change of gas, the pressure variation of the first cavity is easily found, so that measurement data is accurate.In the time measuring the permeability of high permeability rock core, can adopt the second cavity of large volume to test, the test that can meet common rock core is used; In addition, by closing the 4th valve being arranged between core holding unit and the first cavity, can test the rock core percolation ratio that permeability is extremely low.This rock permeability proving installation of the present utility model, can effectively solve the permeability test problem of high permeability rock, low-permeability rock and utmost point low-permeability rock.
Brief description of the drawings
In order to be illustrated more clearly in the technical scheme in the utility model embodiment, below the accompanying drawing of required use during embodiment is described is briefly described, apparently, accompanying drawing in the following describes is only embodiment more of the present utility model, for those of ordinary skill in the art, do not paying under the prerequisite of creative work, can also obtain according to these accompanying drawings other accompanying drawing.
Fig. 1 is the schematic diagram of rock permeability proving installation of the present utility model.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is clearly and completely described, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtaining under creative work prerequisite, all belong to the scope of the utility model protection.
As shown in Figure 1, the utility model provides a kind of rock permeability proving installation, and it is for the permeability of testing rock core.Core permeability proving installation comprises test macro 110.Test macro 110 comprises core holding unit 20, is folded with rock core 10 in it, and core holding unit 20 has inlet end 21 and endpiece 23, and inlet end 21 is connected with cylinder 30; Pressue device 40, it is connected with core holding unit 20; The first cavity 50, its one end is connected with the endpiece 23 of core holding unit 20, and its other end is connected with the second cavity 60.
Specifically, be folded with piston-shaped sample rock core 10 in core holding unit 20, inlet end 21 and the endpiece 23 of core holding unit 20 are connected.Extraneous gas enters endpiece 23 from core holding unit 20 after the rock core 10 of sandwiched in it from the inlet end 21 of core holding unit 20 and flows out.
Pressue device 40 is connected with core holding unit 20, and it applies certain confined pressure for the rock core 10 in core holding unit 20, the pressure state with simulation core 10 in stratum.In the utility model, in pressue device 40, be provided with confined pressure liquid, apply the object of confined pressure to the rock core 10 in core holding unit 20 by this confined pressure liquid realization.In the present embodiment, between pressue device 40 and core holding unit 20, be provided with pressure transducer 27, this pressure transducer 27 is for the size of monitoring pressure device 40 confined pressure that applies.
Cylinder 30 is connected with core holding unit 20, it comprises cylinder body 31 and piston 33, wherein, cylinder body 31 is connected with the inlet end 21 of core holding unit 20, piston 33 is arranged in cylinder body 31 movably, the moving axially in cylinder body 31 according to piston 33, and the gas in cylinder body 31 enters from core holding unit 20 inlet ends 21, after rock core 10 infiltrations, portion gas is discharged from the endpiece 23 of core holding unit 20.Certainly, in other embodiment, this cylinder 30 is also replaceable for for example storing the utensil etc. of gases at high pressure, realizes the gases at high pressure in it are injected to the object in core holding unit 20 by opening this gases at high pressure utensil, and this is not restricted.In the present embodiment, between cylinder 30 and the inlet end 21 of core holding unit 20, be connected with the 3rd valve 35, the three valves 35 and can open or shifter cylinder 30, to realize the object of controlling to core holding unit 20 interior ventilations.In the time that cylinder 30 is exerted pressure to core holding unit 20, can adopt the mode of the pressure that remains stable, even if also the piston 33 of cylinder 30 is at the interior uniform motion of cylinder body 31; Certainly, also can adopt moment increase or reduce pressure the mode that produces pressure pulse, be also moment to increase or reduce the movement velocity of cylinder 30 inner carriers 33 in cylinder body 31.Further, between cylinder 30 and core holding unit 20, be also provided with pressure transducer 24, this pressure transducer 24 is for the pressure of the inlet end 21 of sensing core holding unit 20.
One end of the first cavity 50 is connected with the endpiece 23 of core holding unit 20, and its other end is connected with the second cavity 60, and in the utility model, the volume of the first cavity 50 is less than the volume of the second cavity 60.The benefit of design is like this, because gas is not easy the rock core low through permeability, for example permeability is 0.01 millidarcy rock core, very little through the gas flow of Low Permeable Cores within a certain period of time, the first cavity 50 is designed to small size cavity, and in the time flowing into a small amount of gas, will there is significant change in the pressure in the first cavity 50, carry out thus the situation of change of gas-monitoring pressure, provide safeguard for accurately recording corresponding data; The second cavity 60 is designed to large volume cavity, and it need to increase and pressure could occur after the gas of certain volume and change, and is applicable to high permeability rock core, and for example permeability is the permeability test that is greater than the rock core of 10 millidarcies.In the present embodiment, the volume of the first cavity 50 is 50～100 milliliters, and it is specially adapted to test the rock that permeability is 0.001～10 millidarcy; The volume of the second cavity is 500～1000 milliliters, and it is for testing the rock of permeability higher than 10 millidarcies.
In an embodiment of the present utility model, between the first cavity 50 and the second cavity 60, be provided with the first valve 70, this first valve 70 is for opening or close the path between the first cavity 50 and the second cavity 60.In the time that the first valve 70 is closed, only enter the first cavity 50 from endpiece 23 effluent airs of core holding unit 20, and cannot enter in the second cavity 60, now only using the permeability of the first cavity 50 testing rock cores, this mode is applicable to test the rock core of low-permeability.In the time that the first valve 70 is opened, the first cavity 50 is communicated with the second cavity 60, now from core holding unit 20 endpiece 23 effluent airs in the first cavity 50 flows into the second cavity 60, this mode is applicable to widely the test of rock core percolation ratio.
In an embodiment of the present utility model, between the first cavity 50 and core holding unit 20, be provided with the 4th valve 29, the four valves 29 for opening or close the path between core holding unit 20 and the first cavity 50.In the time that the 4th valve 29 is closed, only can arrive in the pipeline between endpiece 23 and the 4th valve 29 from endpiece 23 effluent airs of core holding unit 20, in the present embodiment, the volume of described pipeline is less than 5 milliliters, it is specially adapted to the rock of test pole low-permeability, and for example permeability is lower than the rock core of 0.001 millidarcy.
Further, between the 4th valve 29 and core holding unit 20, be provided with pressure transducer 25, this pressure transducer 25 is for the pressure of the endpiece 23 of sensing core holding unit 20.
According to an embodiment of the present utility model, on core holding unit 20, be connected in parallel to the second valve 22, the two ends of this second valve 22 are connected with the inlet end 21 of core holding unit 20 and the endpiece 23 of core holding unit 20 respectively.In the time that the second valve 22 is opened, core holding unit 20 inlet ends 21 and core holding unit 20 endpiece 23 are directly communicated with, and realize the pressure equilibrium of test macro 110.
According to an embodiment of the present utility model, this rock permeability proving installation also comprises air supply system 120 and data Collection & Processing System 130.
This air supply system 120 comprises gas cylinder 80, the 5th valve 81 and pressure transducer 83.Wherein, gas cylinder 80 storage inside have gases at high pressure, and it is connected with the inlet end 21 of core holding unit 20, and gas cylinder 80 is for to the interior injecting gas of test macro 110, and make the gas in test macro 110 reach certain pressure, for further testing create environment condition.The 5th valve 81 is arranged between gas cylinder 80 and the inlet end 21 of core holding unit 20, and in the time that the 5th valve 81 is opened, the gas in gas cylinder 80 can enter test macro 110, and in the time that the 5th valve 81 is closed, the gas in gas cylinder 80 cannot enter test macro 110.Pressure transducer 83 is arranged between gas cylinder 80 and the 5th valve 81, and it is the gaseous tension in gas cylinder 80 is inputted core holding unit 20 for sensing.
This data Collection & Processing System 130 comprises computing machine 119, and computing machine 119 is connected with pressure transducer 24 and the pressure transducer 25 of test macro 110 by data line.The pressure data that this computing machine 119 can provide according to pressure transducer 24 and pressure transducer 25, calculates the permeability value of rock core 10.
The course of work of rock permeability proving installation of the present utility model is as follows, first rock core 10 is packed in core holding unit 20, by pressue device 40, the rock core 10 in core holding unit 20 is applied to certain confined pressure.In the time that needs are tested high permeability rock core, open the first valve 70, the second valve 22, the 3rd valve 35, the 4th valve 29 and the 5th valve 81, now, gas in air supply system 120 gas cylinders 80 is by Injection Testing 110, make test macro 110 reach certain pressure, this pressure is less than all the time pressue device 40 and is applied to the confined pressure pressure on rock core 10, after treating a period of time, the pressure of test macro 110 reaches equilibrium state, also be that the pressure that senses with pressure transducer 25 of pressure transducer 24 is when identical, close the 5th valve 81 and the second valve 22, utilize the piston 33 of cylinder 30 to move with respect to cylinder body 31, realize and change the gaseous tension injecting in core holding unit 20, thereby realize the object that sends pressure pulse signal, this pressure signal is after rock core 10, pressure transducer 25 can monitor a corresponding pressure pulse signal at the second cavity 60 places, the pressure data that now data Collection & Processing System 130 utilizes computing machine 119 to sense pressure transducer 24 and pressure transducer 25 by data line gathers, because the volume of the second cavity 60 that is connected to core holding unit 20 downstream end is fixed, the pressure pulse producing along with cylinder 30, gaseous tension can produce corresponding pressure pulse by rock core 10, by the difference of the pressure pulse waveform form in contrast cylinder 30 and the second cavity 60, and the pressure data sensing in conjunction with pressure transducer 24 and pressure transducer 25, to calculate the permeability value of rock core 10.After experiment finishes, open the second valve 22, then slowly open the valve 61 that is connected to the second cavity 60 ends by gas discharging, last removal of core 10.
In the time need to testing the permeability of low percolation ratio rock core, it is similar with the course of work of test high permeability rock core, difference is, in the time that experiment starts, the first valve 70 is closed, test process only utilizes the first cavity 50 to work, and by the difference of the pressure pulse waveform form in contrast cylinder 30 and the first cavity 50 and in conjunction with the pressure data that pressure transducer 24 and pressure transducer 25 sense, calculates the permeability value of rock core 10.In the time needing the permeability of test pole Low Permeable Cores, the course of work of itself and aforementioned description is similar, difference is, in the time that experiment starts, the 4th valve 29 and the first valve 70 are closed, test process only utilizes the pipeline work between core holding unit 20 and the 4th valve 29, by the difference of the pressure pulse waveform form in contrast cylinder 30 and pipeline and in conjunction with the pressure data that pressure transducer 24 and pressure transducer 25 sense, calculates the permeability value of rock core 10.
Rock permeability proving installation of the present utility model, be provided with the first cavity 50 and the second cavity 60, in the time measuring the permeability of rock core of low-permeability, only use the first cavity 50 of small size, due to the small volume of the first cavity 50, its internal pressure is obvious with the volume change of gas, the pressure variation of the first cavity 50 is easily found, so that measurement data is accurate.In the time measuring the permeability of high permeability rock core, can adopt the second cavity 60 of large volume to test, the test that can meet high permeability rock core is used; In addition, by closing the 4th valve 29 being arranged between core holding unit 20 and the first cavity 50, can test the rock core percolation ratio that permeability is extremely low.This rock permeability proving installation of the present utility model, can effectively solve the permeability test problem of high permeability rock, low-permeability rock and utmost point low-permeability rock.
These are only several embodiment of the present utility model, those skilled in the art can carry out various changes or modification and not depart from spirit and scope of the present utility model the utility model embodiment according to the disclosed content of application documents.
Claims (10)
1. a rock permeability proving installation, is characterized in that, described rock permeability proving installation comprises test macro, and described test macro comprises:
Core holding unit, is folded with rock core in it, described core holding unit has inlet end and endpiece, and described inlet end is connected with cylinder;
Pressue device, it is connected with described core holding unit;
The first cavity, its one end is connected with the endpiece of described core holding unit, and its other end is connected with the second cavity.
2. rock permeability proving installation as claimed in claim 1, is characterized in that, the volume of described the first cavity is less than the volume of described the second cavity.
3. rock permeability proving installation as claimed in claim 2, is characterized in that, the volume of described the first cavity is 50～100 milliliters, and the volume of described the second cavity is 500～1000 milliliters.
4. rock permeability proving installation as claimed in claim 1, is characterized in that, between described the first cavity and described the second cavity, is provided with the first valve.
5. rock permeability proving installation as claimed in claim 1, is characterized in that, is connected in parallel to the second valve on described core holding unit.
6. rock permeability proving installation as claimed in claim 1, is characterized in that, is connected with the 3rd valve between described cylinder and the inlet end of described core holding unit.
7. rock permeability proving installation as claimed in claim 1, is characterized in that, between the endpiece of described core holding unit and described the first cavity, is connected with the 4th valve.
8. rock permeability proving installation as claimed in claim 1, it is characterized in that, between described pressue device and described core holding unit, between described the first cavity and described core holding unit and be respectively arranged with pressure transducer between described cylinder and described core holding unit.
9. rock permeability proving installation as claimed in claim 1, is characterized in that, described rock permeability proving installation also comprises air supply system, and described air supply system comprises gas cylinder, and described gas cylinder is connected with the inlet end of described core holding unit.
10. rock permeability proving installation as claimed in claim 1, it is characterized in that, described rock permeability proving installation also comprises data Collection & Processing System, and described data Collection & Processing System comprises computing machine, and described computing machine is connected with described test macro by data line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420017936.0U CN203732405U (en) | 2014-01-13 | 2014-01-13 | rock permeability testing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420017936.0U CN203732405U (en) | 2014-01-13 | 2014-01-13 | rock permeability testing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203732405U true CN203732405U (en) | 2014-07-23 |
Family
ID=51202468
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420017936.0U Expired - Fee Related CN203732405U (en) | 2014-01-13 | 2014-01-13 | rock permeability testing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203732405U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103743661A (en) * | 2014-01-13 | 2014-04-23 | 中国石油天然气股份有限公司 | rock permeability testing device |
| CN104266950A (en) * | 2014-09-03 | 2015-01-07 | 中国石油大学(北京) | Portable core gas logging permeability measuring device |
| CN105842425A (en) * | 2016-05-23 | 2016-08-10 | 青岛中瑞泰软控技术有限公司 | Core holding unit and dynamic filtrate loss test unit |
| CN109490119A (en) * | 2018-12-13 | 2019-03-19 | 中国科学院武汉岩土力学研究所 | A kind of determination method of rock material damage variable |
-
2014
- 2014-01-13 CN CN201420017936.0U patent/CN203732405U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103743661A (en) * | 2014-01-13 | 2014-04-23 | 中国石油天然气股份有限公司 | rock permeability testing device |
| CN104266950A (en) * | 2014-09-03 | 2015-01-07 | 中国石油大学(北京) | Portable core gas logging permeability measuring device |
| CN105842425A (en) * | 2016-05-23 | 2016-08-10 | 青岛中瑞泰软控技术有限公司 | Core holding unit and dynamic filtrate loss test unit |
| CN105842425B (en) * | 2016-05-23 | 2017-12-01 | 青岛中瑞泰软控科技股份有限公司 | A kind of core holding unit and dynamic filtration experimental provision |
| CN109490119A (en) * | 2018-12-13 | 2019-03-19 | 中国科学院武汉岩土力学研究所 | A kind of determination method of rock material damage variable |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103743661A (en) | rock permeability testing device | |
| CN102411044B (en) | Diagenesis simulation experimental apparatus | |
| CN110296921B (en) | Testing device and testing method for shale gas permeability under reservoir conditions in steady state method | |
| CN103528934B (en) | Measure the cross-correlation method of Oil in Super-low Permeability rock permeability stress sensitivity | |
| CN102374963B (en) | Test device for evaluating well completion manner of coal bed methane | |
| CN104101564B (en) | A kind of method of unstable state High Temperature High Pressure test flow in low permeability core free-boundary problem | |
| CN204286989U (en) | A kind of shale gas device for testing diffusion coefficient | |
| CN105203705B (en) | A kind of heavy component deposition causes the method for testing of reservoir damage | |
| CN202330233U (en) | Rock core permeability experiment testing arrangement under formation pressure condition | |
| CN203422307U (en) | Rapid testing device for permeability of compact rock | |
| CN203732405U (en) | rock permeability testing device | |
| CN201747363U (en) | Coal bed gas well completion mode evaluating experimental apparatus | |
| CN202502089U (en) | Device for diagenesis simulation experiments | |
| CN106290118A (en) | Oil in Super-low Permeability rock permeability measuring method under triaxial stress effect | |
| CN104568694A (en) | Method for testing gas-water relative permeability of dense core | |
| CN109470616B (en) | Multifunctional seepage testing system for rock | |
| CN203630018U (en) | Unsteady-state measuring device for permeability of low-permeability rock | |
| CN103510944A (en) | High-temperature and high-pressure plugging / sticking preventing simulation evaluation device and method | |
| CN106323841A (en) | Device for measuring permeability of ultra-low permeability rocks under action of triaxial stress | |
| KR101475831B1 (en) | Apparatus and method for measuring porosity of core sample from reservoir rock | |
| CN204330547U (en) | A kind of Permeability Oe Coal And Porous Rock And Fractured Rock location parameter pick-up unit | |
| CN107725046A (en) | The apparatus and method of capillary force during a kind of evaluation reservoir water | |
| CN206161492U (en) | Can realize becoming penetrant unit of water pressure effect | |
| CN204575498U (en) | A kind of perm-plug method device measuring flow in low permeability core | |
| Chen et al. | Determination method of initial gas desorption law of coal based on flow characteristics of convergent nozzle |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140723 Termination date: 20220113 |