CN105572024A - Experiment device for carbonate rock corrosion speed under karst-region soil environment - Google Patents
Experiment device for carbonate rock corrosion speed under karst-region soil environment Download PDFInfo
- Publication number
- CN105572024A CN105572024A CN201510970003.2A CN201510970003A CN105572024A CN 105572024 A CN105572024 A CN 105572024A CN 201510970003 A CN201510970003 A CN 201510970003A CN 105572024 A CN105572024 A CN 105572024A
- Authority
- CN
- China
- Prior art keywords
- cell body
- soil environment
- water receiving
- receiving tank
- experimental provision
- 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
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N17/00—Investigating resistance of materials to the weather, to corrosion, or to light
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Biodiversity & Conservation Biology (AREA)
- Ecology (AREA)
- Environmental & Geological Engineering (AREA)
- Environmental Sciences (AREA)
- Physics & Mathematics (AREA)
- Health & Medical Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- General Physics & Mathematics (AREA)
- Immunology (AREA)
- Pathology (AREA)
- Testing Resistance To Weather, Investigating Materials By Mechanical Methods (AREA)
Abstract
The invention provides an experiment device for carbonate rock corrosion speed under a karst-region soil environment, aims to solve the problems that current corrosion experiments under the soil environment can only measure the corrosion test piece weight loss, detection data is single, and sufficient data support cannot be provided for corrosion researches, and belongs to the field of corrosion researches. The experiment device comprises a tank with an upper-end opening, a water guide pipeline and an air guide pipeline, wherein a draining hole is formed in the bottom of the tank, fiber cloth or a multilayer screen is laid at the upper-end opening of the tank, a water receiving tank is arranged at the bottom of the tank, one end of the water guide pipeline is communicated with the bottom of the water receiving tank, and one end of the air guide pipeline is communicated with the tank lateral wall above the water receiving tank.
Description
Technical field
The present invention relates to a kind of erosion rate experimental provision, belong to soil corrosion research field.
Background technology
Corrosion test piece method is one of method of quantitative evaluation karstification and carbon remittance intensity thereof, that the test piece of unification production standard carbonatite is positioned in the air, soil surface and soil different depth, certain hour (being generally a water year) takes out afterwards and weighs, indirectly calculate that the karst carbon remittance intensity of putting place is buried in test piece according to test piece reduction, the method is widely used in karst carbon and converges in research, but at present flag is only put in earth's surface or is imbedded in soil different depth by the corrosion experiment under soil environment, final measurement is single corrosion test piece these data weightless, lack collection and the research of related data under soil environment.
Summary of the invention
The object of the invention is to: a kind of karst soil environment erosion rate experimental provision is provided, to solve at present for the corrosion experiment under soil environment, only can record corrosion test piece these data weightless, without detecting, data are too single, cannot provide the problem of enough Data support for corrosion research.
For solving the problem, intend adopting so a kind of karst soil environment erosion rate experimental provision, comprise the cell body of upper end open, conduit pipe and bleed pipeline, the bottom of cell body offers leaking hole, cell body upper end open place is equipped with fiber cloth or multilayer gauze, the bottom of cell body is provided with water receiving tank, and one end of conduit pipe is communicated with the bottom of water receiving tank, and one end of bleed pipeline is connected with the cell body sidewall above water receiving tank.
As preferred structure further, the other end other end of conduit pipe and bleed pipeline being respectively arranged with valve or conduit pipe and bleed pipeline is respectively arranged with detachable stopper, during use, take off stopper, be passed into the top of water receiving tank in cell body and water receiving tank respectively through conduit pipe and bleed pipeline with flexible pipe, use syringe from the holard in flexible pipe extraction cell body and soil air respectively, so that follow-up study.
For saving material, described water receiving tank and cell body are integral type structure;
For ease of the collection of the holard, the upper end open of cell body is the funnel-shaped structure of indent, and the upper end notch correspondence of described water receiving tank is arranged at immediately below the upper end open of cell body;
Also woven wire is provided with, for laying carbonatite test piece on woven wire directly over cell body;
For ease of adjusting the buried depth of woven wire, the upper end of cell body is also provided with montant, and montant is marked with scale mark, and montant is adjustable height structure;
In each carbonatite test piece, equal correspondence is fixed with lifting rope, during use, the upper end of lifting rope extends to above soil layer, be convenient to the taking-up of carbonatite test piece, and take out carbonatite test piece time can not impact other carbonatite test pieces neighbouring, existing carbonatite test piece take out time, owing to cannot accurately locate, embedding scope need may carry out tentative excavation in test piece, obviously can have considerable influence to neighbouring test piece.
Compared with prior art, major advantage is as follows in the present invention:
1, need can not produce too large disturbances when regularly getting flag stage by stage;
2, can sample soil air;
3, can sample the holard;
4, flag depth of burial, distance between flag and holard soil gatherer are controlled.
The holard can be collected while doing corrosion test piece test to be used for measuring water chemistry property, soil air can be collected and be used for measuring air composition in soil, for corrosion research provides multi-faceted Data support, corrosion test piece can be taken out exactly by stages and disturbance not produced to other test pieces, meanwhile, flag depth of burial can be controlled easily.
Accompanying drawing explanation
Fig. 1 is the main TV structure schematic diagram that the present invention (is embedded in after in soil) when using.
Embodiment
For making the object, technical solutions and advantages of the present invention clearly, the present invention is described in further detail below with reference to accompanying drawings,
Embodiment:
With reference to Fig. 1, the present embodiment provides a kind of karst soil environment erosion rate experimental provision, comprise the cell body 1 of upper end open, conduit pipe 2 and bleed pipeline 3, the bottom of cell body 1 offers leaking hole 11, cell body 1 upper end open place is equipped with fiber cloth or multilayer gauze 4, the bottom of cell body 1 is provided with water receiving tank 5, water receiving tank 3 and cell body 1 are integral type structure, the upper end open of cell body 1 is the funnel-shaped structure of indent, the upper end notch correspondence of water receiving tank 5 is arranged at immediately below the upper end open of cell body 1, the upper end of cell body 1 is also provided with montant 7, montant 7 is marked with scale mark 71, montant 7 is adjustable height structure, woven wire 8 is also provided with directly over cell body 1, for laying carbonatite test piece 9 on woven wire 8, in each carbonatite test piece 9, equal correspondence is fixed with lifting rope 10,
One end of conduit pipe 2 is communicated with the bottom of water receiving tank 5, and one end of bleed pipeline 3 is connected with cell body 1 sidewall above water receiving tank 5, the other end of conduit pipe 2 and bleed pipeline 3 is respectively arranged with detachable stopper 6.
Claims (7)
1. karst soil environment erosion rate experimental provision, it is characterized in that: comprise the cell body (1) of upper end open, conduit pipe (2) and bleed pipeline (3), the bottom of cell body (1) offers leaking hole (11), cell body (1) upper end open place is equipped with fiber cloth or multilayer gauze (4), the bottom of cell body (1) is provided with water receiving tank (5), one end of conduit pipe (2) is communicated with the bottom of water receiving tank (5), and one end of bleed pipeline (3) is connected with cell body (1) sidewall of water receiving tank (5) top.
2. karst soil environment erosion rate experimental provision according to claim 1, is characterized in that: the other end other end of conduit pipe (2) and bleed pipeline (3) being respectively arranged with valve or conduit pipe (2) and bleed pipeline (3) is respectively arranged with detachable stopper (6).
3. karst soil environment erosion rate experimental provision according to claim 1, is characterized in that: described water receiving tank (3) and cell body (1) are integral type structure.
4. karst soil environment erosion rate experimental provision according to claim 1, it is characterized in that: the upper end open of cell body (1) is the funnel-shaped structure of indent, the upper end notch correspondence of described water receiving tank (5) is arranged at immediately below the upper end open of cell body (1).
5. karst soil environment erosion rate experimental provision according to claim 1, is characterized in that: be also provided with woven wire (8) directly over cell body (1), for laying carbonatite test piece (9) on woven wire (8).
6. karst soil environment erosion rate experimental provision according to claim 5, it is characterized in that: the upper end of cell body (1) is also provided with montant (7), and montant (7) is marked with scale mark (71), and montant (7) is adjustable height structure.
7. karst soil environment erosion rate experimental provision according to claim 6, is characterized in that: the upper equal correspondence of each carbonatite test piece (9) is fixed with lifting rope (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510970003.2A CN105572024B (en) | 2015-12-22 | 2015-12-22 | Carbonate rock erosion rate experimental provision under the soil environment of karst |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510970003.2A CN105572024B (en) | 2015-12-22 | 2015-12-22 | Carbonate rock erosion rate experimental provision under the soil environment of karst |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105572024A true CN105572024A (en) | 2016-05-11 |
| CN105572024B CN105572024B (en) | 2018-07-17 |
Family
ID=55882408
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510970003.2A Active CN105572024B (en) | 2015-12-22 | 2015-12-22 | Carbonate rock erosion rate experimental provision under the soil environment of karst |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105572024B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106908373A (en) * | 2017-03-09 | 2017-06-30 | 青海大学 | The experimental technique of low-density fibre material corrosion behavior in medium of fused salt |
| CN108845111A (en) * | 2018-07-04 | 2018-11-20 | 河南理工大学 | The analytical equipment and analysis method that water flow loses solvable karst under a kind of open system |
| CN109612914A (en) * | 2018-12-05 | 2019-04-12 | 中国地质大学（北京） | A kind of carbonate rock corrosion process visualization qualitatively and quantitatively evaluation method |
| CN109884281B (en) * | 2019-04-12 | 2023-12-01 | 中国地质科学院岩溶地质研究所 | Test device for on-line monitoring carbonate corrosion |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101131352A (en) * | 2007-06-04 | 2008-02-27 | 高程达 | In-situ measuring method and device for solum carbon dioxide flux |
| CN201867407U (en) * | 2010-11-05 | 2011-06-15 | 中国科学院新疆生态与地理研究所 | Soil solute migration simulation device for laboratory |
| CN102590070A (en) * | 2012-01-18 | 2012-07-18 | 中国水电顾问集团华东勘测设计研究院 | Pressure-resistant multi-layer cavity corrosion test device and method |
| CN203133064U (en) * | 2013-03-18 | 2013-08-14 | 云南省农业科学院农业环境资源研究所 | Device for observing leaching amount of nitrogen, phosphorus and the like in soil along with lifting process of shallow groundwater level |
| CN104502158A (en) * | 2014-11-21 | 2015-04-08 | 北京林业大学 | Soil gas sampling system |
| CN104808262A (en) * | 2015-05-20 | 2015-07-29 | 东北林业大学 | Long-term forest eco-hydrology water yield automation dynamic measurement method and device |
-
2015
- 2015-12-22 CN CN201510970003.2A patent/CN105572024B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101131352A (en) * | 2007-06-04 | 2008-02-27 | 高程达 | In-situ measuring method and device for solum carbon dioxide flux |
| CN201867407U (en) * | 2010-11-05 | 2011-06-15 | 中国科学院新疆生态与地理研究所 | Soil solute migration simulation device for laboratory |
| CN102590070A (en) * | 2012-01-18 | 2012-07-18 | 中国水电顾问集团华东勘测设计研究院 | Pressure-resistant multi-layer cavity corrosion test device and method |
| CN203133064U (en) * | 2013-03-18 | 2013-08-14 | 云南省农业科学院农业环境资源研究所 | Device for observing leaching amount of nitrogen, phosphorus and the like in soil along with lifting process of shallow groundwater level |
| CN104502158A (en) * | 2014-11-21 | 2015-04-08 | 北京林业大学 | Soil gas sampling system |
| CN104808262A (en) * | 2015-05-20 | 2015-07-29 | 东北林业大学 | Long-term forest eco-hydrology water yield automation dynamic measurement method and device |
Non-Patent Citations (4)
| Title |
|---|
| 何师意: "岩溶土壤中CO_2浓度_水化学观测及其与岩溶作用关系", 《中国岩溶》 * |
| 曾艳: "亚热带岩溶山区夏季土壤CO2浓度的分布状况与变化规律——以重庆金佛山自然保护区为例", 《中国学位论文全文数据库》 * |
| 李涛 等: "桂林盘龙洞岩溶表层带土壤CO_2浓度的季节变化研究", 《中国岩溶》 * |
| 王洪涛 等: "碳酸盐岩溶蚀动力学模拟实验", 《中国岩溶》 * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106908373A (en) * | 2017-03-09 | 2017-06-30 | 青海大学 | The experimental technique of low-density fibre material corrosion behavior in medium of fused salt |
| CN106908373B (en) * | 2017-03-09 | 2019-05-10 | 青海大学 | The experimental method of low-density fibre material corrosion behavior in medium of fused salt |
| CN108845111A (en) * | 2018-07-04 | 2018-11-20 | 河南理工大学 | The analytical equipment and analysis method that water flow loses solvable karst under a kind of open system |
| CN109612914A (en) * | 2018-12-05 | 2019-04-12 | 中国地质大学（北京） | A kind of carbonate rock corrosion process visualization qualitatively and quantitatively evaluation method |
| CN109884281B (en) * | 2019-04-12 | 2023-12-01 | 中国地质科学院岩溶地质研究所 | Test device for on-line monitoring carbonate corrosion |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105572024B (en) | 2018-07-17 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106088174B (en) | A kind of soft clay area diaphram wall seepage detection system | |
| CN204832095U (en) | Alternation of wetting and drying crack measuring device of indoor soil property side slope model | |
| CN105572024A (en) | Experiment device for carbonate rock corrosion speed under karst-region soil environment | |
| CN202421109U (en) | Vacuum and electro-osmosis united consolidometer | |
| CN104569341B (en) | The method of vacuum pre-pressed joint electric osmose test | |
| CN106018229A (en) | Soil body seepage process and deformation characteristic test device and test method | |
| CN103868569A (en) | Device and setting method for measuring underground water level of vacuum drainage prepressing sealing membrane | |
| CN102565139A (en) | Indoor vacuum electro-osmosis combined solidification tester | |
| CN102608291A (en) | Simulated large-field soil and solute transporting system | |
| CN102607892B (en) | Method and device for collecting and measuring leakage water of large-scale rice field undisturbed soil column | |
| CN202170504U (en) | Instrument for observing delamination frost-heave amount of in-situ soil | |
| CN107102378B (en) | Utilize the method for hole pressure touching methods measurement artesian aquifer water level and head height | |
| CN205822167U (en) | A kind of infiltration experiment device in situ | |
| CN103822845B (en) | Anisotropy measurement device and measurement method of hydraulic characteristic of unsaturated soil body | |
| CN105952487B (en) | The device of broken swollen degree and stability inside and outside a kind of analysis deep weak surrounding rock anchoring body | |
| CN204831877U (en) | Test device of former position -finding soil mineralize mineralization | |
| CN104459085A (en) | Indoor multistage simulated leaching test method | |
| CN202661360U (en) | Improved soil water infiltration detecting device | |
| CN105259088A (en) | Method and device for quickly determining permeability functions of unsaturated soil | |
| CN205719870U (en) | Original position soil rainfall infiltration measurement apparatus | |
| CN108398298A (en) | A kind of device for collecting water-vapor interface bubble | |
| CN105862940B (en) | Immersed tube tunnel basis fills sandpipe bottom pressure and monitors system and method | |
| CN202075153U (en) | Collecting device for underground water sample with fixed depth | |
| CN207528297U (en) | Effluent level measuring arrangement is surveyed in a kind of farmland discharging-irrigating experiment | |
| CN202562792U (en) | Sample burying device for detecting decomposition of plant roots in different depth in soil |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |