CN201181265Y - Simple collection apparatus for soil leakage water - Google Patents
Simple collection apparatus for soil leakage water Download PDFInfo
- Publication number
- CN201181265Y CN201181265Y CNU200820017408XU CN200820017408U CN201181265Y CN 201181265 Y CN201181265 Y CN 201181265Y CN U200820017408X U CNU200820017408X U CN U200820017408XU CN 200820017408 U CN200820017408 U CN 200820017408U CN 201181265 Y CN201181265 Y CN 201181265Y
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- water
- collecting tank
- collection device
- water leg
- rising pipe
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Abstract
The utility model discloses a simple soil percolating water collection device, which belongs to the field of soil percolating water collection equipment manufacture technique. The simple soil percolating water collection device comprises a water collecting tank, a water collector, a vent pipe, a water outlet pipe and a manual negative pressure generator, wherein one interface of the water collector is connected with the manual negative pressure generator, and the other interface thereof is connected with the water outlet pipe; the other end of the water outlet pipe extends to the bottom of the water collecting tank; a filler is arranged in the water collecting tank; the vent pipe communicated with the atmosphere is arranged on the bottom of the water collecting tank; the water collector and the manual negative pressure generator are arranged on the ground; and the water collecting tank is arranged under the ground. A groove is formed on the bottom of the water collecting tank, the port of the water outlet pipe is arranged on the bottom of the groove, and the water collecting tank is made of a hard plastic material. The simple soil percolating water collection device has the advantages of simple structure and located monitor, and does not damage the original soil structure during sampling.
Description
Technical field
The utility model discloses a kind of soil percolation water simplified collection device, belongs to soil percolation hydromining collection equipment class manufacturing technology field.
Background technology
At present a large amount of chemical fertilizer, agricultural chemicals, organic waste etc. are used soil and underground water are caused severe contamination, usually adopt the test method of lab simulation leaching to be studied, but this test method and big Tanaka are widely different, so the test method that adopts field experiment is also arranged, by the situation of research leaching (or seepage) water, reflect the concentration and the quantity of the polluter of the underground a certain degree of depth, regular period, certain area.
Soil percolation water be captured in indoor mostly are the test methods that adopt column simulation, this method comparative maturity and simple, but the test unit that the collection of field soil percolating water is unfixing, mostly be in the underground a certain degree of depth, place a water-collecting tray, put sand in the dish, the water of water-collecting tray flows into the header tank that its physical features is lower, regularly takes out water in the header tank and is soil percolation water under certain area of regular period.Water in the header tank generally takes out after digging out header tank, also can be exposed to the underground a certain degree of depth and not carry out landfill.This test method can accomplish not destroy the soil prototype structure, also can take out original soil percolation water, but shortcoming is obvious equally, at first be that the percolating water that obtained of test is muddy, as not storing immediately, composition in the water is easy to change, the physical features that is exactly header tank in addition is also lower than water-collecting tray, the carrying out that then is unfavorable for long-term location observation test as landfill not, water intaking needs electricity consumption or takes as landfill, and the field is very inconvenient, therefore, seek a kind of device that land for growing field crops percolating water is gathered that is more suitable for, just can better be used for carrying out the long-term location observation test in field.
Summary of the invention
At the deficiencies in the prior art, the utility model does not destroy the soil percolation water simplified collection device of soil prototype structure when a kind of simple in structure, position monitor, collection are provided.
The utility model is achieved through the following technical solutions:
The utility model soil percolation water simplified collection device, comprise water leg, water collector, snorkel, rising pipe and manual negtive-pressure implement, wherein: an interface of water collector is connected with manual negtive-pressure implement, another interface is connected with rising pipe, the other end of rising pipe extend into the bottom of water leg, and filling material is arranged in the water leg, and the water leg bottom is provided with the snorkel that communicates with atmosphere, water collector and manually the negtive-pressure implement setting on the ground, water leg is arranged on underground.
One groove is arranged at the bottom of described water leg, and the port of rising pipe is arranged on this bottom portion of groove, and water leg is to be made by rigid plastic, high 10～20cm.
Described filling material is rubble sublayer and the fine stone layer of rinsing well, and the spun yarn net is arranged between the two-layer stone, and the particle diameter 20～30mm of rubble, rubble sublayer thickness 5～15cm, and the particle diameter 1～5mm of microlith, the fine stone layer thickness is 5～15cm.
When use in the utility model field, under the situation of not destroying soil original position structure, water leg is filled in the test desired depth from the side, water leg will be to the certain angle of groove position inclination, guarantee that percolating water is to the concave part bit flow in the groove, snorkel and rising pipe upper end are more than ground, when not drawing water upper end open is sealed, when certain hour need be gathered percolating water, snorkel and sealing of rising pipe upper end are opened, snorkel communicates with atmosphere, and rising pipe connects water collector, and another interface of water collector connects manual negtive-pressure implement, tommy bar by the negtive-pressure implement that rocks back and forth forms negative pressure, percolating water in the water storage tank is transferred in the water collector, the suitable for reading of two pipes sealed after test finishes again, snorkel and rising pipe will tilt.
Major advantage of the present utility model:
1, operation is simple, do not have special cost and complex equipment
2, improved manual negtive-pressure implement extracts subrosion water, and is effective, broken away from the restriction of open-air electricity consumption, helps carrying out long-term position monitor.
3, do not destroy and collect leaching water under the situation of soil prototype structure, turbidity is little, is easy to measure.
4, water collector is arranged on the ground, is convenient to operation.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Wherein, 1, water collector, 2, manual negtive-pressure implement, 3, water leg, 4, rising pipe, 5, snorkel, 6, the rubble sublayer, 7, the spun yarn net, 8, fine stone layer.
Embodiment
Embodiment: structure as shown in Figure 1, the utility model soil percolation water simplified collection device, comprise water leg 3, water collector 1, snorkel 5, rising pipe 4 and manual negtive-pressure implement 2, wherein: an interface of water collector is connected with manual negtive-pressure implement, another interface is connected with rising pipe, the other end of rising pipe extend into the bottom of water leg, filling material is arranged in the water leg, the water leg bottom is provided with the snorkel that communicates with atmosphere, water collector and manually the negtive-pressure implement setting on the ground, water leg is arranged on underground.One groove is arranged at the bottom of described water leg, and the port of rising pipe is arranged on this bottom portion of groove, and water leg is to be made by rigid plastic, high 10～20cm.Described filling material is rubble sublayer 6 and the fine stone layer of rinsing well 8, and spun yarn net 7 is arranged between the two-layer stone, and the particle diameter 20～30mm of rubble, rubble sublayer thickness 10cm, and the particle diameter 1～5mm of microlith, microlith sublayer thickness is 5cm.
This device is made up of water storage tank, water collector, snorkel, escape pipe and manual negtive-pressure implement five major parts, water storage tank is a rigid plastic, high 15cm, area can specifically be formulated according to testing requirements, on one side a groove is arranged at the bottom, the water storage tank bottommost is placed the stone (particle diameter of rinsing well 20～30mm), the about 10cm of thickness, put a spun yarn net on the stone, put the fine stone (particle diameter 1～5mm), the about 5cm of thickness that rinse well on the net.The water leg bottom is put the rising pipe and the snorkel of an elastomeric material respectively, and rising pipe must be placed on bottom portion of groove, and snorkel links to each other with atmosphere, and the water inlet pipe upper end links to each other with one of them interface of water collector, and another interface of water collector connects manual negtive-pressure implement.Manually negtive-pressure implement be the negative pressure equipment that oneself is reequiped, and the tommy bar by the negtive-pressure implement that manually rocks back and forth can make and form negative pressure in the water collector.
Claims (3)
1, soil percolation water simplified collection device, comprise water leg, water collector, snorkel, rising pipe and manual negtive-pressure implement, it is characterized in that: an interface of water collector is connected with manual negtive-pressure implement, another interface is connected with rising pipe, the other end of rising pipe extend into the bottom of water leg, and filling material is arranged in the water leg, and the water leg bottom is provided with the snorkel that communicates with atmosphere, water collector and manually the negtive-pressure implement setting on the ground, water leg is arranged on underground.
2, soil percolation water simplified collection device according to claim 1, it is characterized in that: a groove is arranged at the bottom of described water leg, and the port of rising pipe is arranged on this bottom portion of groove, and water leg is to be made by rigid plastic, high 10～20cm.
3, soil percolation water simplified collection device according to claim 1, it is characterized in that: described filling material is rubble sublayer and the fine stone layer of rinsing well, the spun yarn net is arranged between the two-layer stone, and the particle diameter 20～30mm of rubble, rubble sublayer thickness 5～15cm, particle diameter 1～the 5mm of microlith, the fine stone layer thickness is 5～15cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200820017408XU CN201181265Y (en) | 2008-02-01 | 2008-02-01 | Simple collection apparatus for soil leakage water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200820017408XU CN201181265Y (en) | 2008-02-01 | 2008-02-01 | Simple collection apparatus for soil leakage water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201181265Y true CN201181265Y (en) | 2009-01-14 |
Family
ID=40250764
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU200820017408XU Expired - Fee Related CN201181265Y (en) | 2008-02-01 | 2008-02-01 | Simple collection apparatus for soil leakage water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201181265Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101839821A (en) * | 2009-03-20 | 2010-09-22 | 上海市环境科学研究院 | Plough layer soil percolating water collecting device |
| CN102243146A (en) * | 2011-04-19 | 2011-11-16 | 中国科学院南京土壤研究所 | Multi-layer water storage type columnar soil leakage water collector |
| CN103926113A (en) * | 2014-04-10 | 2014-07-16 | 浙江省海洋水产研究所 | Sterile water sample collecting bottle for detection |
| CN104990767A (en) * | 2015-07-23 | 2015-10-21 | 贵州师范大学 | Device for collecting and extracting soil solutions in karst mountain areas and using method thereof |
| CN105334076A (en) * | 2015-11-18 | 2016-02-17 | 河南省农业科学院植物营养与资源环境研究所 | Device and method for drawing farmland soil leakage water |
-
2008
- 2008-02-01 CN CNU200820017408XU patent/CN201181265Y/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101839821A (en) * | 2009-03-20 | 2010-09-22 | 上海市环境科学研究院 | Plough layer soil percolating water collecting device |
| CN102243146A (en) * | 2011-04-19 | 2011-11-16 | 中国科学院南京土壤研究所 | Multi-layer water storage type columnar soil leakage water collector |
| CN103926113A (en) * | 2014-04-10 | 2014-07-16 | 浙江省海洋水产研究所 | Sterile water sample collecting bottle for detection |
| CN104990767A (en) * | 2015-07-23 | 2015-10-21 | 贵州师范大学 | Device for collecting and extracting soil solutions in karst mountain areas and using method thereof |
| CN105334076A (en) * | 2015-11-18 | 2016-02-17 | 河南省农业科学院植物营养与资源环境研究所 | Device and method for drawing farmland soil leakage water |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090114 Termination date: 20100201 |