CN203203986U - Simulated earth column device used for analyzing transferring of earth solutes - Google Patents
Simulated earth column device used for analyzing transferring of earth solutes Download PDFInfo
- Publication number
- CN203203986U CN203203986U CN 201320099871 CN201320099871U CN203203986U CN 203203986 U CN203203986 U CN 203203986U CN 201320099871 CN201320099871 CN 201320099871 CN 201320099871 U CN201320099871 U CN 201320099871U CN 203203986 U CN203203986 U CN 203203986U
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- Prior art keywords
- head piece
- earth pillar
- goes out
- solute transport
- pillar device
- 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.)
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- 239000002689 soil Substances 0.000 claims abstract description 30
- 239000004677 Nylon Substances 0.000 claims abstract description 12
- 229920001778 nylon Polymers 0.000 claims abstract description 12
- 238000003780 insertion Methods 0.000 claims abstract description 9
- 230000037431 insertion Effects 0.000 claims abstract description 9
- 238000004088 simulation Methods 0.000 claims description 23
- 238000001914 filtration Methods 0.000 claims description 13
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical group O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 6
- 239000012530 fluid Substances 0.000 claims description 4
- 238000011049 filling Methods 0.000 claims description 3
- 239000011521 glass Substances 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 239000000377 silicon dioxide Substances 0.000 claims description 3
- 238000002474 experimental method Methods 0.000 abstract description 7
- 239000007788 liquid Substances 0.000 abstract 1
- 238000013508 migration Methods 0.000 abstract 1
- 230000005012 migration Effects 0.000 abstract 1
- 238000002386 leaching Methods 0.000 description 7
- 238000004458 analytical method Methods 0.000 description 5
- 238000011160 research Methods 0.000 description 4
- 238000005070 sampling Methods 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 3
- 238000012360 testing method Methods 0.000 description 3
- 241001672694 Citrus reticulata Species 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000012271 agricultural production Methods 0.000 description 1
- 239000003905 agrochemical Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003337 fertilizer Substances 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000000575 pesticide Substances 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000003900 soil pollution Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Images
Landscapes
- Sampling And Sample Adjustment (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
本实用新型公开了一种用于分析土壤溶质运移的模拟土柱装置，由多个圆柱形的分段单元上下扣合构成，每个分段单元在同一水平高度上设置有入流口和第一出流口，入流口配置有能够将其堵塞的插口螺栓，第一出流口上通过螺母安装有用于出液的出流导管，出流导管的插入端包裹有尼龙过滤网；最上面的分段单元顶部设置具有微孔有嵌入式上端盖；最下面的分段单元底部依次设置有过滤层和托底座，且在过滤层所对应的侧壁位置设置有第二出流口，第二出流口通过螺母安装有导液管，导液管的插入端包裹有尼龙过滤网。本实用新型结构简单，操作方便，方便实验结束后打开土柱取出土壤；可以精确控制入流和出流；可以方便地在所需高度取样测定，利于溶质运移计算。
The utility model discloses a simulated soil column device for analyzing soil solute migration, which is composed of a plurality of cylindrical segmented units buckled up and down, and each segmented unit is provided with an inlet port and a second column at the same level The first outlet and the inlet are equipped with socket bolts that can block it, and the first outlet is equipped with an outlet conduit for liquid outlet through a nut, and the insertion end of the outlet conduit is wrapped with a nylon filter; the uppermost branch The top of the segment unit is provided with micro-holes and an embedded upper end cover; the bottom of the lowest segment unit is provided with a filter layer and a support base in sequence, and a second outlet is provided on the side wall corresponding to the filter layer. The second outlet The orifice is provided with a catheter through a nut, and the insertion end of the catheter is wrapped with a nylon filter. The utility model has the advantages of simple structure and convenient operation, and it is convenient to open the soil column to take out the soil after the experiment; it can precisely control the inflow and outflow;
Description
Technical field
The utility model relates to by means of the chemistry of measuring material or the experimental provision that physical property is come the test analysis material, specifically, relates to a kind of simulation earth pillar device for analyzing soil solute transport.
Background technology
In order to satisfy growing population to the demand of grain, agrochemicals is widely used, and these materials can enter soil by all means, and soil solute transport is studied transition process, rule and the mechanism of solute in soil just.
In recent years; the problems such as the underground water that causes along with chemical fertilizer, pollution by pesticides, sewage irrigation and soil pollution receive publicity day by day; basis and the research frontier of the related disciplines such as pedology, ecology, science of water resources and resource and environmental science have been become about the research of soil solute transport; its achievement in research has promoted the development of soil subject and related discipline, is widely applied at aspects such as agricultural production, the utilization of resources and environmental protection.
By simulation earth pillar device soil solute being carried out the miscible displacement Leaching Experiments is the important method of carrying out soil solute transport research.Owing to being difficult to collect leaching liquor under the open-air physical condition, so the test of displacement leaching is carried out indoor mainly with the mode of leaching post, this just has higher requirement to soil eluviation simulator.And soil easily occurs to stir when leaching in existing simulation earth pillar device, and simulation error is large, and sampling is convenient not, causes the analysis of experiments result inaccurate, makes the test findings of miscible displacement leaching and the fitting result of soil solute transport model differ larger.
The utility model content
To be solved in the utility model is the inaccurate technical matters of existing simulation earth pillar device experiment analysis result, and a kind of simulation earth pillar device for analyzing soil solute transport is provided, and the leaching simulation error is little, and is simple to operate, and sampling is convenient, and analysis of experiments result is accurate.
In order to solve the problems of the technologies described above, the utility model is achieved by following technical scheme:
A kind of simulation earth pillar device for analyzing soil solute transport, comprise columniform apparatus main body, described apparatus main body is fastened up and down by a plurality of columniform segmenting units and consists of, be provided with height index line and corresponding height identification value on the outer wall of described segmenting unit, the sidewall of each described segmenting unit is provided with into head piece and first at the same level height and goes out head piece, described enter that head piece disposes can be with the socket bolt of its obstruction, described first goes out the conduit that goes out that is equipped with on the head piece for fluid, describedly go out conduit and go out head piece by nut and described first and fix, the described insertion end that goes out conduit is enclosed with the nylon screen pack;
Uppermost described segmenting unit top is provided with embedded upper end cover, and described embedded upper end cover is provided with micropore;
Nethermost described segmenting unit bottom is disposed with filtering layer and backing seat, and be provided with second in the corresponding sidewall locations of described filtering layer and go out head piece, described second goes out catheter is installed on the head piece, described catheter goes out head piece by nut and described second to be fixed, and the insertion end of described catheter is enclosed with the nylon screen pack.
Described segmenting unit bottom is provided with inserted sheet, and the top is provided with the slot that can fasten with described inserted sheet.
Described segmenting unit is made by organic glass.
It is described that to go out conduit be that pottery goes out conduit.
The order number of described nylon screen pack is 300 orders.
The aperture of described embedded the above micropore of upper end cover is 1.5～2mm.
The thickness of described filtering layer is 1.5～2cm.
Filling material in the described filtering layer is silica sand.
The beneficial effects of the utility model are:
(1) simulation earth pillar apparatus structure of the present utility model is simple, easy to operate, and altitude scale is arranged on the earth pillar, can prepare accurately to fill earth pillar, employing sectional type design, all parts assembling is simple, opens earth pillar after making things convenient for Miscible displacement experiments to finish to take out soil.
(2) simulation earth pillar device of the present utility model can accurately be controlled becoming a mandarin of Miscible displacement experiments and go out stream, also can become a mandarin in the height setting of design and goes out head piece.
(3) it is convenient that simulation earth pillar device of the present utility model drenches the fluid sampling, by go out conduit can be easily desired height go out the head piece sampling and measuring, be conducive to the calculating of solute transfer.
Description of drawings
Fig. 1 is the STRUCTURE DECOMPOSITION schematic diagram of simulation earth pillar device provided by the utility model;
Fig. 2 is the structure enlarged drawing that enters head piece among Fig. 1;
Fig. 3 is the structure enlarged drawing that goes out head piece among Fig. 1 and go out conduit;
Fig. 4 is the structure enlarged drawing that goes out head piece and catheter among Fig. 1;
Fig. 5 is the structure enlarged drawing of embedded upper end cover among Fig. 1.
Among the figure: 1, embedded upper end cover; 2, segmenting unit; 3, enter head piece; 4, the socket bolt; 5, the first go out head piece; 6, go out conduit; 7, nut; 8, inserted sheet; 9, slot; 10, the height indicating graduation; 11, the nylon screen pack; 12, filtering layer; 13, the backing seat; 14, the second go out head piece; 15, catheter; 16, micropore.
Embodiment
For further understanding content of the present utility model, characteristics and effect, hereby exemplify following examples, and cooperate accompanying drawing to be described in detail as follows:
As shown in Figure 1, the present embodiment discloses a kind of simulation earth pillar device for analyzing soil solute transport, this device comprises columniform apparatus main body, apparatus main body is made of a plurality of columniform segmenting unit 2 assemblings, each segmenting unit 2 bottom is provided with inserted sheet 8, the top is provided with slot 9, and inserted sheet 8 mates mutually with slot 9.Therefore, insert the slot 9 of a following segmenting unit 2 by the inserted sheet 8 of top segmenting unit 2 bottoms, a plurality of segmenting units 2 are buckled into up and down successively as a whole.
Segmenting unit 2 is made by organic glass, and is provided with the height indicating graduation 10 that is comprised of height index line and corresponding height identification value on the outer wall of each segmenting unit 2.
The sidewall of each segmenting unit 2 is provided with into head piece 3 and first at the same level height and goes out head piece 5.In conjunction with shown in Figure 2, enter head piece 3 with screw socket, and dispose can be with the socket bolt 4 of its obstruction, can be clogging after socket bolt 4 inserts enter head piece 3.In conjunction with shown in Figure 3, first go out dispose on the head piece 5 for fluid go out conduit 6, this goes out conduit 6 and goes out conduit as good take Ceramics.Go out conduit 6 front ends and be threaded, after insertion first goes out head piece 5, undertaken fastening by nut 7.Go out conduit 6 insertions first end that goes out head piece 5 and be enclosed with nylon screen pack 11, prevent that the larger particles in the soil from will go out conduit 6 obstructions, the order number of nylon screen pack is generally 300 orders.
Uppermost segmenting unit 2 tops are provided with embedded upper end cover 1, and embedded upper end cover 1 is inserted in the slot 9 on uppermost segmenting unit 2 tops.As shown in Figure 5, embedded upper end cover 1 is provided with micropore 16, and the position, hole of micropore 16 is generally 1.5mm.
Nethermost segmenting unit 2 bottoms are disposed with filtering layer 12 and backing seat 13, and are provided with second in filtering layer 12 corresponding sidewall locations and go out head piece 14.In conjunction with shown in Figure 4, second goes out to dispose catheter 15 on the head piece 14, and catheter 15 is threaded, and after insertion second goes out head piece 14, is undertaken fastening by nut 7; Catheter 15 inserts second end that goes out head piece 14 and also is enclosed with nylon screen pack 11.
Filling material in the filtering layer 12 is silica sand; The thickness of filtering layer 12 is 1.5～2cm.
Simulation earth pillar device of the present utility model is quick, accurate, easy, cheap for the determination and analysis soil solute transport, and effect is directly perceived, has modular characteristics and very strong extendability.
Although the above is described preferred embodiment of the present utility model by reference to the accompanying drawings; but the utility model is not limited to above-mentioned embodiment; above-mentioned embodiment only is schematic; be not restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; not breaking away from the scope situation that the utility model aim and claim protect, can also make the concrete conversion of a lot of forms, these all belong within the protection domain of the present utility model.
Claims (8)
1. simulation earth pillar device of be used for analyzing soil solute transport, comprise columniform apparatus main body, it is characterized in that, described apparatus main body is fastened up and down by a plurality of columniform segmenting units and consists of, be provided with height index line and corresponding height identification value on the outer wall of described segmenting unit, the sidewall of each described segmenting unit is provided with into head piece and first at the same level height and goes out head piece, described enter that head piece disposes can be with the socket bolt of its obstruction, described first goes out the conduit that goes out that is equipped with on the head piece for fluid, describedly go out conduit and go out head piece by nut and described first and fix, the described insertion end that goes out conduit is enclosed with the nylon screen pack;
Uppermost described segmenting unit top is provided with embedded upper end cover, and described embedded upper end cover is provided with micropore;
Nethermost described segmenting unit bottom is disposed with filtering layer and backing seat, and be provided with second in the corresponding sidewall locations of described filtering layer and go out head piece, described second goes out catheter is installed on the head piece, described catheter goes out head piece by nut and described second to be fixed, and the insertion end of described catheter is enclosed with the nylon screen pack.
2. a kind of simulation earth pillar device for analyzing soil solute transport according to claim 1 is characterized in that, described segmenting unit bottom is provided with inserted sheet, and the top is provided with the slot that can fasten with described inserted sheet.
3. a kind of simulation earth pillar device for analyzing soil solute transport according to claim 1 is characterized in that, described segmenting unit is made by organic glass.
4. a kind of simulation earth pillar device for analyzing soil solute transport according to claim 1 is characterized in that, described to go out conduit be that pottery goes out conduit.
5. a kind of simulation earth pillar device for analyzing soil solute transport according to claim 1 is characterized in that, the order number of described nylon screen pack is 300 orders.
6. a kind of simulation earth pillar device for analyzing soil solute transport according to claim 1 is characterized in that, the aperture of described embedded the above micropore of upper end cover is 1.5～2mm.
7. a kind of simulation earth pillar device for analyzing soil solute transport according to claim 1 is characterized in that, the thickness of described filtering layer is 1.5～2cm.
8. a kind of simulation earth pillar device for analyzing soil solute transport according to claim 1 is characterized in that, the filling material in the described filtering layer is silica sand.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320099871 CN203203986U (en) | 2013-03-05 | 2013-03-05 | Simulated earth column device used for analyzing transferring of earth solutes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320099871 CN203203986U (en) | 2013-03-05 | 2013-03-05 | Simulated earth column device used for analyzing transferring of earth solutes |
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| Publication Number | Publication Date |
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| CN203203986U true CN203203986U (en) | 2013-09-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 201320099871 Expired - Fee Related CN203203986U (en) | 2013-03-05 | 2013-03-05 | Simulated earth column device used for analyzing transferring of earth solutes |
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| CN (1) | CN203203986U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104297446A (en) * | 2014-10-15 | 2015-01-21 | 同济大学 | Assembled-type vertical saturated soil column pollutant migration testing device |
| CN105717280A (en) * | 2016-04-22 | 2016-06-29 | 中国农业科学院农业资源与农业区划研究所 | Device for simulating soil moisture and fertilizer migration and transformation rules under different plough layer structures |
| 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 |
| CN109085325A (en) * | 2018-09-13 | 2018-12-25 | 河北省地质环境监测院 | A kind of the indoor soil-column experimental provision and method of soil pollution and repairing and treating process simulation |
| CN112858631A (en) * | 2021-01-11 | 2021-05-28 | 中国矿业大学 | Comprehensive frost heaving test device and method for dynamic water replenishing in layered mode in whole process |
| CN115356179A (en) * | 2022-09-15 | 2022-11-18 | 四川大学 | Grouting test device and sampling method for segmented sampling of undisturbed grouting soil samples with different depths |
-
2013
- 2013-03-05 CN CN 201320099871 patent/CN203203986U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104297446A (en) * | 2014-10-15 | 2015-01-21 | 同济大学 | Assembled-type vertical saturated soil column pollutant migration testing device |
| CN104297446B (en) * | 2014-10-15 | 2016-04-06 | 同济大学 | The vertical saturated earth pillar contaminant transportation test unit of assembly type |
| CN105717280A (en) * | 2016-04-22 | 2016-06-29 | 中国农业科学院农业资源与农业区划研究所 | Device for simulating soil moisture and fertilizer migration and transformation rules under different plough layer structures |
| 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 |
| CN106501490B (en) * | 2016-12-15 | 2019-05-21 | 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 |
| CN109085325A (en) * | 2018-09-13 | 2018-12-25 | 河北省地质环境监测院 | A kind of the indoor soil-column experimental provision and method of soil pollution and repairing and treating process simulation |
| CN109085325B (en) * | 2018-09-13 | 2024-01-05 | 河北省地质环境监测院 | Indoor soil column experiment device and method for simulating soil pollution and repair treatment process |
| CN112858631A (en) * | 2021-01-11 | 2021-05-28 | 中国矿业大学 | Comprehensive frost heaving test device and method for dynamic water replenishing in layered mode in whole process |
| CN112858631B (en) * | 2021-01-11 | 2022-01-21 | 中国矿业大学 | Comprehensive frost heaving test device and method for dynamic water replenishing in layered mode in whole process |
| CN115356179A (en) * | 2022-09-15 | 2022-11-18 | 四川大学 | Grouting test device and sampling method for segmented sampling of undisturbed grouting soil samples with different depths |
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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 |
Granted publication date: 20130918 Termination date: 20140305 |