CN107817206A - It is a kind of can water distribution uniformity simulation water petrofacies interaction experimental provision - Google Patents
It is a kind of can water distribution uniformity simulation water petrofacies interaction experimental provision Download PDFInfo
- Publication number
- CN107817206A CN107817206A CN201711215420.1A CN201711215420A CN107817206A CN 107817206 A CN107817206 A CN 107817206A CN 201711215420 A CN201711215420 A CN 201711215420A CN 107817206 A CN107817206 A CN 107817206A
- Authority
- CN
- China
- Prior art keywords
- water
- earth pillar
- pillar body
- experimental provision
- distribution uniformity
- 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.)
- Granted
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 113
- 238000004088 simulation Methods 0.000 title claims abstract description 25
- 230000003993 interaction Effects 0.000 title claims abstract description 24
- 238000002386 leaching Methods 0.000 claims abstract description 19
- 239000002689 soil Substances 0.000 claims abstract description 19
- 239000011435 rock Substances 0.000 claims abstract description 15
- 239000000706 filtrate Substances 0.000 claims abstract description 11
- 239000007788 liquid Substances 0.000 claims description 9
- 238000000034 method Methods 0.000 abstract description 13
- 230000008569 process Effects 0.000 abstract description 11
- 239000000463 material Substances 0.000 abstract description 4
- 238000001556 precipitation Methods 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 2
- 239000003673 groundwater Substances 0.000 description 7
- 230000000694 effects Effects 0.000 description 4
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000010429 evolutionary process Effects 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 229920005479 Lucite® Polymers 0.000 description 1
- 239000005442 atmospheric precipitation Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000004069 differentiation Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000004926 polymethyl methacrylate Substances 0.000 description 1
- 238000005070 sampling Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
Classifications
-
- 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
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N33/00—Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
- G01N33/24—Earth materials
-
- 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
- G01N2015/0023—Investigating dispersion of liquids
- G01N2015/0034—Investigating dispersion of liquids in solids
Landscapes
- Chemical & Material Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Health & Medical Sciences (AREA)
- General Physics & Mathematics (AREA)
- Pathology (AREA)
- Analytical Chemistry (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- Engineering & Computer Science (AREA)
- Immunology (AREA)
- Physics & Mathematics (AREA)
- Dispersion Chemistry (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Remote Sensing (AREA)
- Food Science & Technology (AREA)
- Medicinal Chemistry (AREA)
- Sampling And Sample Adjustment (AREA)
Abstract
The invention discloses it is a kind of can water distribution uniformity simulation water petrofacies interaction experimental provision, leachate in supplying bottle passes through in the spiral water-locator in water inlet pipe leaching to earth pillar body, transmitted by the guiding gutter for connecting the minimum annular water tank of radius into other each annular water tanks, in the soil filled through the uniform leaching of aperture on annular water tank into earth pillar body, leaching water sample after earth pillar body is through in the spiral water-locator in filtrate point conduit to core cylinder, in the rock that leaching is filled into core cylinder；Realize that simulated atmosphere precipitation flows vertically to uniformly to infiltrate and leaching process, and simulation process also achieves the flow direction along rock stratum, can accurate simulation underground water mobility status；And analogue means is simple in construction, earth pillar body and core columnar volume is smaller, it is necessary to which material is less, simulation process cost greatly reduces.
Description
Technical field
The invention belongs to study of groundwater technical field, and in particular to one kind can uniformly leaching and can simulated groundwater with
The experimental provision of rock stratum interaction.
Background technology
One of the important component of underground water as earth water body, the water supply conditions stablized with it, good water quality, into
It is the essential important water resources of human society for the important water source of agricultural irrigation, industrial and mining enterprises and city domestic water.
But in recent years, the situation of underground water pollution is caused increasingly to aggravate due to the influence of mankind's activity.It is dirty for control and treating groundwater
Dye problem, understands and evolutionary process and its differentiation result of the Study of The Underground water in flow process are particularly important.And subsurface flow
Evolutionary process during dynamic is exactly mainly water petrofacies interaction, in correlation technique, for the interaction of water petrofacies using earth pillar reality
Test and be implemented in combination with Geochemical Modeling.
Inventor has found, the soil that the soil column leaching device in correlation technique uses in simulated groundwater water petrofacies interaction
, it is necessary to which the material of consumption excessively causes the cost of simulated experiment is too high to be difficult to carry out when post analogue means is excessive, and simulating
Less stable in journey；Water distribution uneven situation during using small-sized earth pillar simulation device be present, it is equal Atmospheric precipitation can not to be simulated
The even condition infiltrated, while can also destroy the formation and physic-chemical property of soil horizon above rock stratum.
The content of the invention
In view of this, the embodiment provides a kind of experimental provision of simulated groundwater water petrofacies interaction, no
Need it is excessive the cost of material is low, can the process uniformly infiltrated of water distribution uniformity simulated atmosphere precipitation, stability is good.
In order to solve the above technical problems, the technical scheme that the embodiment of the present invention uses is that one kind can water distribution uniformity simulation water
The experimental provision of petrofacies interaction, it is characterized in that, including supplying bottle, earth pillar body, core cylinder, fixed structure and spiral water distribution
Device；The supplying bottle is connected by water inlet pipe with the earth pillar body；The core cylinder is located at the lower section of the earth pillar body, described
The bottom of earth pillar body is connected with the top of the core cylinder by filtrate point conduit；The earth pillar body, core cylinder are pacified
Dress is fixed on the fixed structure；The spiral water-locator is respectively positioned at the earth pillar body, the top of core cylinder；The spiral shell
Rotation water-locator forms hemispherical dome structure by multiple annular water tanks, is connected between two adjacent annular water tanks by plurality of guiding gutter, wherein
Center of one guiding gutter through the minimum annular water tank of radius connects the minimum annular water tank of the radius, the multiple annular water
Aperture has all been uniformly distributed on groove；Leachate in the supplying bottle passes through the water inlet pipe leaching to the annular minimum with radius
The guiding gutter that tank is connected.
Preferably, the filtrate point conduit is provided with rotary-piston.
Preferably, the water inlet pipe is provided with flowmeter.
Preferably, the spiral water-locator is screwed on the earth pillar body by the screw thread mouth of the native column body
Top.
Preferably, the earth pillar body includes cover plate, porous sieve plate, top of the cover plate lid together in the earth pillar body；Institute
State the bottom that porous sieve plate is located in the earth pillar body.
Preferably, the surface laying multilayer gauze of the porous sieve plate, it is between the bottom of the earth pillar body below
Collect cavity.
Preferably, the bottom of the earth pillar body, which is additionally provided with, takes the soft branch pipe of liquid, described to take the soft branch pipe of liquid to be provided with tongs.
Preferably, the core column body is provided with porous casing, and the equal rule of the side wall of the porous casing and bottom is set
Put aperture；The bottom of the porous casing and the core cylinder is collect cavity.
Preferably, in addition to liquid-collecting bottle, the liquid-collecting bottle are located at the lower section of the core cylinder, connected by outlet pipe.
Preferably, the fixed structure includes support bar, geometrical clamp；The earth pillar body, core cylinder pass through the fixation
It is clamping to schedule on the support bar.
Preferably, the fixed structure also includes base, and the liquid-collecting bottle is located on the base.
The beneficial effect brought of technical scheme that embodiments of the invention provide is：The present invention's can water distribution uniformity simulation water
The experimental provision of petrofacies interaction, the leachate in the supplying bottle pass through the spiral water-locator in water inlet pipe leaching to earth pillar body
In, the guiding gutter through the minimum annular water tank of radius in spiral water-locator is transmitted into each annular water tank, through on annular water tank
In the soil that the uniform leaching of aperture is filled into earth pillar body, the leaching water sample after earth pillar body is through filtrate point conduit to core
In spiral water-locator in cylinder, the guiding gutter through the minimum annular water tank of radius in spiral water-locator is transmitted to each annular water tank
In, in the rock filled through the uniform leaching of aperture on annular water tank into core cylinder；Realize simulated atmosphere precipitation vertical current
To uniformly infiltrating and leaching process, and simulation process also achieves the flow direction along rock stratum, can accurate simulation underground water flowing feelings
Condition；And analogue means is simple in construction, earth pillar body and core columnar volume is smaller, it is necessary to which material is less, simulation process cost is very big
Ground reduces.
Brief description of the drawings
Fig. 1 is experimental provision structural representation of the embodiment of the present invention；
Fig. 2 is spiral water distributor structure schematic diagram of the embodiment of the present invention；
Fig. 3 is earth pillar of embodiment of the present invention body and core cylinder cross-sectional view.
Wherein：Supplying bottle 1, earth pillar body 2, core cylinder 3, liquid-collecting bottle 4, flowmeter 5, water inlet pipe 6, rotary-piston 7, sealing
Folder 8, take the soft branch pipe 9 of liquid, filtrate point conduit 10, outlet pipe 11, base 12, support bar 13, spiral water-locator 14, annular water tank
141st, guiding gutter 142, aperture 143, geometrical clamp 15, screw thread mouth 16, porous sieve plate 17, porous casing 18, cover plate 19, collect cavity
20th, collect cavity 21.
Embodiment
To make the object, technical solutions and advantages of the present invention clearer, below in conjunction with accompanying drawing to embodiment party of the present invention
Formula is further described.
Refer to Fig. 1,2, it is a kind of can water distribution uniformity simulation water petrofacies interaction experimental provision, including supplying bottle 1, earth pillar
Body 2, core cylinder 3, fixed structure and spiral water-locator 14；The supplying bottle 1 is connected by water inlet pipe 6 with the earth pillar body 2,
Leachate in supplying bottle 1 is circulated in the earth pillar body 2 by water inlet pipe 6；The core cylinder 3 is located under earth pillar body 2
Side, filling soil in earth pillar body 2, rock is filled in core cylinder 3, both are connected by filtrate point conduit 10, through earth pillar body 2
Water sample after middle soil is circulated in the core cylinder 3 through the filtrate point conduit 10, and the earth pillar body 2, core cylinder 3 are equal
It is a diameter of 5~15cm, the highly lucite column jecket for 15~40cm；The earth pillar body 2, core cylinder 3 are mounted on
On the fixed structure；The spiral water-locator 14 is respectively positioned at the earth pillar body 2, the top of core cylinder 3；The spiral cloth
Hydrophone 14 forms hemispherical dome structure by 4 annular water tanks 141, is connected between two adjacent annular water tanks 141 by 4 guiding gutters 142,
Center of the wherein guiding gutter 142 through the minimum annular water tank 141 of radius connects the minimum annular water tank 141 of the radius,
Aperture 143 is uniformly distributed on the annular water tank 141；Leachate in the supplying bottle 1 passes through the leaching of water inlet pipe 6 to warp
On the guiding gutter 142 of the minimum annular water tank 141 of radius, leachate circulates through guiding gutter 142 in annular water tank 141, through small
143 uniform leaching of hole is realized that simulated atmosphere precipitation flows vertically to and uniformly infiltrated and the mistake of leaching into the soil in earth pillar body 2
Journey, Study of The Underground water move reaction occurred in soil horizon；Water sample through earth pillar body 2 by the leaching of filtrate point conduit 10 extremely
In the spiral water-locator 14 of core cylinder 3, in the rock in uniform leaching to the core cylinder 3, realize that simulation water petrofacies are mutual
The process of effect.Apparatus structure is simple, flow vertically to can water distribution uniformity, the hemispherical dome structure of spiral water-locator 14 realizes simultaneously
, can the flow event of simulated groundwater and water rock interaction process exactly along the flow direction of rock stratum.
Further, the filtrate point conduit 10 is provided with rotary-piston 7, it is only necessary to which simulated groundwater is in soil horizon
Infiltration process, and when Study of The Underground water moves reaction occurred in soil horizon, closure piston 7, then through in earth pillar body 2 with
Water after soil effect, which has some setbacks, to be flow in core cylinder 3；Need while during simulation water petrofacies interaction, opening rotary-piston 7 is
Can.
Further, the water inlet pipe 6 is provided with flowmeter 5, and flowmeter 5 is used for the flow for adjusting leachate.
Further, the spiral water-locator 14 passes through the screw thread of screw thread mouth 16 inside the earth pillar body 2 or core cylinder 3
It is fixed thereon portion.Height of the position adjustments spiral water-locator 14 apart from earth pillar body 2 or the top of core cylinder 3 can be threadably secured
Degree, it is easy to the space size for adjusting earth pillar body 2 or the filling of the inside of core cylinder 3.
Referring to the drawings 3, further, the earth pillar body 2 includes porous sieve plate 17, cover plate 19, and the cover plate 19 is covered on
The top of the earth pillar body 2；The porous sieve plate 17 is located at the bottom in the earth pillar body 2, and porous sieve plate 17 filters water sample extremely
In core cylinder 3, the soil in earth pillar body 2 is avoided to enter in core cylinder 3.
Further, the surface laying multilayer gauze of the porous sieve plate 17, gauze will filter water sample, and avoid big soil
Particle enters in porous sieve plate 17, blocks porous sieve plate 17；It is below collect cavity 20 between the bottom of the earth pillar body 2,
Collect cavity 20 can store the water sample through soil permeability.
Further, the bottom of the earth pillar body 2, which is additionally provided with, takes the soft branch pipe 9 of liquid, described to take the soft branch pipe 9 of liquid to connect the collection
Water cavity 20, it is described to take the soft branch pipe 9 of liquid to be provided with tongs 8, it is necessary to when the water sample that soil permeability of learning from else's experience is crossed is analyzed, open institute
State tongs 8, the water sample in collect cavity 20 is through taking the soft branch pipe 9 of liquid to flow out.
Further, the inside of core cylinder 3 is provided with porous casing 18, and the side wall of the porous casing 18 and bottom are equal
Rule setting aperture；The bottom of the porous casing 18 and the core cylinder 3 is collect cavity 21.Rock is filled in described porous
Inside sleeve pipe 18, the water after soil effect in earth pillar body 2 is infiltered by aperture, or oozed out from aperture after being acted on rock
Water into collect cavity 21.
Further, in addition to liquid-collecting bottle 4, the liquid-collecting bottle 4 are located at the lower section of the core cylinder 3, pass through outlet pipe
11 connections, water sample following current to the liquid-collecting bottle 4 after soil and rock interacts store, and are easy to water sampling accordingly to be detected, with
Study water rock interaction relationship.
Further, the fixed structure includes support bar 13, geometrical clamp 15；The earth pillar body 2, core cylinder 3 pass through
The geometrical clamp 14 is fixed on the support bar 13.
Further, the fixed structure also includes base 12, and the liquid-collecting bottle 4 is located on the base 12.
Herein, the involved noun of locality such as forward and backward, upper and lower is to be located at parts in accompanying drawing in figure and zero
The mutual position of part is intended merely to the clear of expression technology scheme and conveniently come what is defined.It should be appreciated that the noun of locality
Use should not limit the claimed scope of the application.
In the case where not conflicting, the feature in embodiment and embodiment herein-above set forth can be combined with each other.
The foregoing is only presently preferred embodiments of the present invention, be not intended to limit the invention, it is all the present invention spirit and
Within principle, any modification, equivalent substitution and improvements made etc., it should be included in the scope of the protection.
Claims (10)
1. it is a kind of can water distribution uniformity simulation water petrofacies interaction experimental provision, it is characterized in that, including supplying bottle, earth pillar body, rock
Stem body, fixed structure and spiral water-locator；The supplying bottle is connected by water inlet pipe with the earth pillar body；The core cylinder
Positioned at the lower section of the earth pillar body, the bottom of the earth pillar body is connected with the top of the core cylinder by filtrate point conduit
It is logical；The earth pillar body, core cylinder, which are respectively mounted, to be fixed on the fixed structure；The spiral water-locator is located at the soil respectively
The top of cylinder, core cylinder；The spiral water-locator forms hemispherical dome structure, two adjacent annular water tanks by multiple annular water tanks
Between connected by plurality of guiding gutter, wherein to connect the radius minimum at center of the guiding gutter through the minimum annular water tank of radius
Annular water tank, be all uniformly distributed aperture on the multiple annular water tank；Leachate in the supplying bottle by it is described enter
The guiding gutter that water pipe leaching is connected to the annular water tank minimum with radius.
2. it is according to claim 1 it is a kind of can water distribution uniformity simulation water petrofacies interaction experimental provision, it is characterized in that, institute
State filtrate point conduit and be provided with rotary-piston；The water inlet pipe is provided with flowmeter.
3. it is according to claim 1 it is a kind of can water distribution uniformity simulation water petrofacies interaction experimental provision, it is characterized in that, institute
State the top that spiral water-locator is screwed on the earth pillar body by the screw thread mouth of the native column body.
4. it is according to claim 1 it is a kind of can water distribution uniformity simulation water petrofacies interaction experimental provision, it is characterized in that, institute
Stating earth pillar body includes cover plate, porous sieve plate, top of the cover plate lid together in the earth pillar body；The porous sieve plate is positioned at described
Bottom in earth pillar body.
5. it is according to claim 4 it is a kind of can water distribution uniformity simulation water petrofacies interaction experimental provision, it is characterized in that, institute
The surface laying multilayer gauze of porous sieve plate is stated, is below collect cavity between the bottom of the earth pillar body.
6. it is according to claim 1 it is a kind of can water distribution uniformity simulation water petrofacies interaction experimental provision, it is characterized in that, institute
The bottom for stating earth pillar body is additionally provided with and takes the soft branch pipe of liquid, described to take the soft branch pipe of liquid to be provided with tongs.
7. it is according to claim 1 it is a kind of can water distribution uniformity simulation water petrofacies interaction experimental provision, it is characterized in that, institute
State core column body and be provided with porous casing, the equal rule setting aperture of the side wall of the porous casing and bottom；More borehole jacks
The bottom of pipe and the core cylinder is collect cavity.
8. it is according to claim 1 it is a kind of can water distribution uniformity simulation water petrofacies interaction experimental provision, it is characterized in that, also
Including liquid-collecting bottle, the liquid-collecting bottle is located at the lower section of the core cylinder, is connected by outlet pipe.
9. it is according to claim 8 it is a kind of can water distribution uniformity simulation water petrofacies interaction experimental provision, it is characterized in that, institute
Stating fixed structure includes support bar, geometrical clamp；The earth pillar body, core cylinder are fixed on the support bar by the geometrical clamp
On.
10. it is according to claim 9 it is a kind of can water distribution uniformity simulation water petrofacies interaction experimental provision, it is characterized in that,
The fixed structure also includes base, and the liquid-collecting bottle is located on the base.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711215420.1A CN107817206B (en) | 2017-11-28 | 2017-11-28 | Experimental device capable of simulating water-rock interaction through uniform water distribution |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711215420.1A CN107817206B (en) | 2017-11-28 | 2017-11-28 | Experimental device capable of simulating water-rock interaction through uniform water distribution |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107817206A true CN107817206A (en) | 2018-03-20 |
| CN107817206B CN107817206B (en) | 2020-08-07 |
Family
ID=61609242
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711215420.1A Expired - Fee Related CN107817206B (en) | 2017-11-28 | 2017-11-28 | Experimental device capable of simulating water-rock interaction through uniform water distribution |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107817206B (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109596462A (en) * | 2018-10-25 | 2019-04-09 | 中国辐射防护研究院 | A kind of three-dimensional radioactivity Leaching Experiments equipment |
| CN110133230A (en) * | 2019-06-14 | 2019-08-16 | 华中科技大学 | A kind of multistage earth pillar leaching system and its Leaching Experiments method based on feedback control |
| CN111089830A (en) * | 2019-12-27 | 2020-05-01 | 山东科技大学 | Water rock coupling simulation test device for mining area |
| CN111665180A (en) * | 2020-06-03 | 2020-09-15 | 中国地质大学（武汉） | Experimental system and method for slowly leaching aquifer rock samples of bedrock in multiple batches |
| CN112285328A (en) * | 2020-12-15 | 2021-01-29 | 吉林大学 | Water rock experimental device for simulating formation process of mineral water in cold region |
| CN113138264A (en) * | 2021-05-18 | 2021-07-20 | 安徽理工大学 | Water rock real-time reaction experimental apparatus |
| CN114152553A (en) * | 2021-12-01 | 2022-03-08 | 国家能源投资集团有限责任公司 | Leaching experiment device and leaching experiment liquid taking method |
| CN115508250A (en) * | 2022-09-05 | 2022-12-23 | 中国石油大学(华东) | Porous medium gas adsorption capacity evaluation system and method considering water-rock effect |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20050103094A1 (en) * | 2003-11-19 | 2005-05-19 | Knight Mark A. | Centrifugal permeameter |
| KR100814275B1 (en) * | 2006-12-19 | 2008-03-17 | 이종하 | The block of protecting the banks for grass growing |
| CN101244424A (en) * | 2007-02-15 | 2008-08-20 | 沈阳大学 | Experimental device for washing heavy metal pollution and method thereof |
| CN201701860U (en) * | 2010-06-22 | 2011-01-12 | 唐山三孚硅业有限公司 | Water distribution device of high-purity acid tail gas absorption tower |
| CN202101990U (en) * | 2011-06-15 | 2012-01-04 | 北京师范大学 | Plant retention unit experiment device for water quality and water amount three-dimensional analog control |
| CN202562911U (en) * | 2012-04-01 | 2012-11-28 | 重庆三峡学院 | Soil leaching capacity experiment simulator |
| CN204855509U (en) * | 2015-08-29 | 2015-12-09 | 西安科技大学 | Loess water translocation law analogue test system under indoor rainfall condition |
| CN106501490A (en) * | 2016-12-15 | 2017-03-15 | 中国农业科学院农业资源与农业区划研究所 | A kind of small-sized detachable earth pillar simulation device |
| CN206361863U (en) * | 2016-12-26 | 2017-07-28 | 江苏高菱蓄能科技有限公司 | It is a kind of to eliminate the water cold storage water-locator in water distribution shadow region |
| CN207623199U (en) * | 2017-11-28 | 2018-07-17 | 中国地质大学（武汉） | It is a kind of can water distribution uniformity simulation water lithofacies interaction experimental provision |
-
2017
- 2017-11-28 CN CN201711215420.1A patent/CN107817206B/en not_active Expired - Fee Related
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20050103094A1 (en) * | 2003-11-19 | 2005-05-19 | Knight Mark A. | Centrifugal permeameter |
| KR100814275B1 (en) * | 2006-12-19 | 2008-03-17 | 이종하 | The block of protecting the banks for grass growing |
| CN101244424A (en) * | 2007-02-15 | 2008-08-20 | 沈阳大学 | Experimental device for washing heavy metal pollution and method thereof |
| CN201701860U (en) * | 2010-06-22 | 2011-01-12 | 唐山三孚硅业有限公司 | Water distribution device of high-purity acid tail gas absorption tower |
| CN202101990U (en) * | 2011-06-15 | 2012-01-04 | 北京师范大学 | Plant retention unit experiment device for water quality and water amount three-dimensional analog control |
| CN202562911U (en) * | 2012-04-01 | 2012-11-28 | 重庆三峡学院 | Soil leaching capacity experiment simulator |
| CN204855509U (en) * | 2015-08-29 | 2015-12-09 | 西安科技大学 | Loess water translocation law analogue test system under indoor rainfall condition |
| CN106501490A (en) * | 2016-12-15 | 2017-03-15 | 中国农业科学院农业资源与农业区划研究所 | A kind of small-sized detachable earth pillar simulation device |
| CN206361863U (en) * | 2016-12-26 | 2017-07-28 | 江苏高菱蓄能科技有限公司 | It is a kind of to eliminate the water cold storage water-locator in water distribution shadow region |
| CN207623199U (en) * | 2017-11-28 | 2018-07-17 | 中国地质大学（武汉） | It is a kind of can water distribution uniformity simulation water lithofacies interaction experimental provision |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109596462A (en) * | 2018-10-25 | 2019-04-09 | 中国辐射防护研究院 | A kind of three-dimensional radioactivity Leaching Experiments equipment |
| CN109596462B (en) * | 2018-10-25 | 2021-07-23 | 中国辐射防护研究院 | Three-dimensional radioactive leaching experimental equipment |
| CN110133230A (en) * | 2019-06-14 | 2019-08-16 | 华中科技大学 | A kind of multistage earth pillar leaching system and its Leaching Experiments method based on feedback control |
| CN111089830A (en) * | 2019-12-27 | 2020-05-01 | 山东科技大学 | Water rock coupling simulation test device for mining area |
| CN111089830B (en) * | 2019-12-27 | 2022-05-06 | 山东科技大学 | Water rock coupling simulation test device for mining area |
| CN111665180A (en) * | 2020-06-03 | 2020-09-15 | 中国地质大学（武汉） | Experimental system and method for slowly leaching aquifer rock samples of bedrock in multiple batches |
| CN112285328A (en) * | 2020-12-15 | 2021-01-29 | 吉林大学 | Water rock experimental device for simulating formation process of mineral water in cold region |
| CN113138264A (en) * | 2021-05-18 | 2021-07-20 | 安徽理工大学 | Water rock real-time reaction experimental apparatus |
| CN114152553A (en) * | 2021-12-01 | 2022-03-08 | 国家能源投资集团有限责任公司 | Leaching experiment device and leaching experiment liquid taking method |
| CN114152553B (en) * | 2021-12-01 | 2024-04-16 | 国家能源投资集团有限责任公司 | Leaching experiment device and leaching experiment liquid taking method |
| CN115508250A (en) * | 2022-09-05 | 2022-12-23 | 中国石油大学(华东) | Porous medium gas adsorption capacity evaluation system and method considering water-rock effect |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107817206B (en) | 2020-08-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107817206A (en) | It is a kind of can water distribution uniformity simulation water petrofacies interaction experimental provision | |
| CN105334309B (en) | A kind of heavy metal-polluted soil Transport And Transformation simulator | |
| CN101556269B (en) | Trough for simulating groundwater pollution | |
| CN103994951B (en) | The analogue means of environmental contaminants Transport And Transformation in underground water different water cut layer | |
| CN204116337U (en) | A kind of native fish device of contaminant transportation simulation | |
| CN110426504B (en) | Karst aquifer sand box test system and method based on tracing hydraulic chromatography inversion | |
| CN110681685A (en) | Polluted site soil-underground water integrated simulation restoration device and method | |
| CN109270244A (en) | Solute transfer analogue observation device in soil under a kind of rainfall | |
| CN205225230U (en) | Experimental device for solid-liquid-gas migration rule in coal reservoir support fracture | |
| CN207623199U (en) | It is a kind of can water distribution uniformity simulation water lithofacies interaction experimental provision | |
| CN109668809A (en) | Valley plain band accumulation of soluble substances and Migration Simulation experimental provision and method | |
| CN104237080B (en) | Closed underground water solute migration simulation experimental device | |
| CN103091473A (en) | Earth pillar simulation device based on soil water and salt transport rule | |
| CN103630659A (en) | Simulation test device and simulation test method for in-situ chemical and biological remediation of underground water | |
| CN107831029A (en) | It is a kind of can Stratified Sampling earth pillar leaching device | |
| CN102704911A (en) | Multilateral well experimental model, system and sand filling method | |
| CN105427730B (en) | Get over streaming system analogue means and analogy method in a kind of karst region skylight | |
| CN103046528A (en) | Vertical well pipe for assisting in efficiently extracting groundwater in low permeable aqueous medium in laboratory and usage method of vertical well pipe | |
| CN106781962B (en) | A kind of heterogeneous isotropic aquifer seepage action of ground water rule simulation test device | |
| CN205982024U (en) | Original state soil active porosity survey device | |
| CN107462497A (en) | A kind of individual well injects tracer experiment sunykatuib analysis system of drawing water | |
| CN103215911A (en) | Device and method for simulating closed water drainage and salt elimination transfusion field and salinity change | |
| CN106979922A (en) | Soil eluviation post and soil eluviation simulation system | |
| CN205352897U (en) | Analogue means that groundwater pollutant moved under condition that flows more | |
| CN207600764U (en) | A kind of uniform leaching and can Stratified Sampling earth pillar device |
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 | ||
| 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: 20200807 Termination date: 20201128 |