CN106017986A - Soil seepage fluid collecting experimental device and experimental method thereof - Google Patents
Soil seepage fluid collecting experimental device and experimental method thereof Download PDFInfo
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- CN106017986A CN106017986A CN201610319562.1A CN201610319562A CN106017986A CN 106017986 A CN106017986 A CN 106017986A CN 201610319562 A CN201610319562 A CN 201610319562A CN 106017986 A CN106017986 A CN 106017986A
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- percolating fluid
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- seepage
- percolating
- fluid conduit
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N1/00—Sampling; Preparing specimens for investigation
- G01N1/02—Devices for withdrawing samples
- G01N1/10—Devices for withdrawing samples in the liquid or fluent state
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- General Health & Medical Sciences (AREA)
- General Physics & Mathematics (AREA)
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
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Abstract
The invention provides a soil seepage fluid collecting experimental device and an experimental method thereof, and relates to a soil collecting experimental device and an experimental method thereof. The experimental device is composed of a seepage device, a seepage fluid storage device, a seepage fluid guide tube, a seepage liquid collecting bottle and an electric pump; the seepage device is a cylinder of which the upper portion is narrower than the lower portion, and a seepage fluid guide tube protective sleeve made of PVC is arranged outside the seepage fluid guide tube; the seepage fluid guide tube is a rubber hose, when a seepage fluid is collected, a clamp is opened, and the seepage fluid guide tube is connected with the electric pump. By means of the seepage fluid storage device, the soil seepage fluid can be collected, suspended solid in the seepage fluid can be collected, two layers of mesh screens and filter membranes are arranged in the seepage fluid storage device, and the mesh screens and seepage fluid export holes can be effectively prevented from blocking. The soil seepage fluid collecting experimental device can be applied to field nature rainfall and can also be applied to seepage fluid collection in soil or solid waste such as stacked waste and sludge on the condition that rainfall is simulated in a laboratory.
Description
Technical field
The present invention relates to a kind of soil collecting experimental provision and experimental technique thereof, particularly relate to a kind of soil infiltration liquid and adopt
Collection experimental provision and experimental technique thereof.
Background technology
Along with improving constantly of the increasing of urban population, the increase of scale and living standards of the people, municipal solid waste
The generation amount of thing increases considerably, as house refuse, the mud of sewage treatment plant, steam power plant produce flyash, slag,
And desilting a large amount of bed muds etc. out in river course.These solid waste due to complicated component, wherein contain plurality of heavy metal,
The poisonous and harmful substances such as organic pollution, cause serious pollution to surrounding.All the time, municipal solid wastes
Processing disposal is all a great problem, and current topmost disposal options is still landfill.But fill the municipal solid stored up in a large number
Garbage not only occupies large-area land resource, and the percolating fluid that solid waste produces is to Soil Surrounding and subsoil water
Pollution the most increasingly come into one's own, particularly in rainfall and after rainfall, the solid waste such as rubbish, mud, river bottom mud
In a large amount of poisonous and harmful substances can be diffused in Soil Surrounding and body of groundwater along with rainfall infiltration.In recent years, due in agricultural
Chemical fertilizer, the use that exceeds standard of pesticide, the water pollution caused also is further exacerbated by.It is reported, have more than every year 15000000 t nitrogens from
Farmland flows in the water bodys such as river, lake, pond, causes the element total amount such as Water, phosphorus to sharply increase, water eutrophication
Change phenomenon again and again to occur.If owing to agricultural nonpoint source pollution owner is along with rainwash and soil infiltration entrance water body, therefore,
Understand Riparian Zone soil infiltration fluidity energy and pests occurrence rule is most important for water body controlling area-source pollution.Currently for soil,
In solid waste, the research of percolating fluid is mainly studied by laboratory simulation, and the research of field condition is less, and this is the most restricted
The reason that percolating fluid scene difficulty gathers in the solid waste such as soil, rubbish, mud.Existing field soil solution sampler
For positive and negative air-pressure sampler, owing to it uses pottery filter, cost is higher, and manual pneumatic pump is also relatively inaccessible to preferable effect
Really, be generally used for Experimental Base or have the experimental site of fixing artificial nurse, but for remoter agricultural watershed Riparian Zone,
Mud stores up the prosthetic nurse areas such as field does not still have application example.Therefore, a kind of cheap, soil that manipulation effect is good is invented
Earth percolating fluid harvester is to carry out original position soil, the matter of utmost importance of solid waste percolate performance study, for soil, river and ground
Lower water pollution is administered particularly significant.
Summary of the invention
It is an object of the invention to provide a kind of soil infiltration liquid and gather experimental provision and experimental technique, seepage flow of the present invention
Liquid storage device can collect soil infiltration liquid, it is also possible to collects solid suspension in percolating fluid, percolating fluid storage device
In be provided with two-layer mesh screen and filter membrane, can effectively prevent mesh screen and percolating fluid leadout hole blocking.This device can apply to field
Natural precipitation, it is also possible to be applied under laboratory simulation condition of raining in soil or store up percolating fluid in the solid waste such as rubbish, mud
Gather.
It is an object of the invention to be achieved through the following technical solutions:
A kind of soil infiltration liquid gathers experimental provision, and described experimental provision is by seepage apparatus, percolating fluid storage device, percolating fluid
Conduit, percolating fluid receiving flask and electric pump part composition；Seepage apparatus is up-narrow and down-wide cylinder, and cylinder is provided with semi-circular recesses
The diafiltration hole gone, enters uniformly to be laid with in seepage hole and multiple infiltrates a little, and seepage apparatus top is provided with sealing lid, sets between itself and cylinder
There is O type rubber cushion, and be provided with hitch, seal up seepage apparatus and percolating fluid storage device；Percolating fluid storage device is made up of PVC
Cylinder, inside places two-layer mesh screen up and down, and mesh screen is placed filter membrane, and bottom is base, and base is provided with percolating fluid and derives
Hole, percolating fluid leadout hole is connected with percolating fluid conduit, is provided with the percolating fluid conduit protection set that PVC makes outside percolating fluid conduit；
Percolating fluid conduit is a kind of rubber hose, and one is placed on percolating fluid conduit protection set with being connected bottom percolating fluid storage device
In, other end is placed at outside soil, seals with clip.When gathering percolating fluid, clip is opened, be connected with electric pump.
Described a kind of soil infiltration liquid gathers experimental provision, and the cylinder that described percolating fluid storage device PVC makes is straight
Footpath 4～8cm.
Described a kind of soil infiltration liquid gathers experimental provision, and described percolating fluid tube clamp is connected with electric pump.
Described a kind of soil infiltration liquid gathers experimental provision, is provided with two-layer mesh screen and filter in described percolating fluid storage device
Film.
A kind of soil infiltration liquid gathers the experimental technique of experimental provision, and described method includes procedure below:
First mesh screen and filter membrane are put into percolating fluid storage device, after being tightened by floor installation, at the percolating fluid leadout hole of bottom
On put the percolating fluid conduit of rubber, then percolating fluid conduit is positioned over the percolating fluid conduit connected by three part pvc pipes and protects
In sheath；Percolating fluid storage device top installs seepage apparatus, and after seepage apparatus upper cover presses closer lid, whole device is put into dig and put
In good soil hole；Then by layer, soil-burial is entered in heatable adobe sleeping platform, seepage apparatus top cover and percolating fluid conduit are just protected set
Expose soil face be advisable, then by protection overlap in percolating fluid conduit clamp and fix on the protective sleeve；After placing, balance
A period of time, when soil restoration to natural stability state, carry out percolating fluid collection；Use in time after percolating fluid sample collecting every time
Percolating fluid harvester is rinsed by clear water, and changes filter membrane；.
Described a kind of soil infiltration liquid gathers the experimental technique of experimental provision, and described whole device is put into and dug the soil hole put
In the placement degree of depth determine according to requirement of experiment.
Described a kind of soil infiltration liquid gathers the experimental technique of experimental provision, by seepage flow when described soil infiltration liquid gathers
Liquid receiving flask side is connected with percolating fluid conduit, and opposite side is connected with electric pump by rubber hose, is extracted out by percolating fluid.
Advantages of the present invention with effect is:
1. the cylinder that percolating fluid storage device is made up of PVC, inside places two-layer mesh screen up and down, and mesh screen is placed filter membrane,
The most both can collect soil infiltration liquid, solid suspension in percolating fluid can also have been collected simultaneously, and after testing every time
Change filter membrane in time, also can avoid cross-contamination.
2. percolating fluid conduit is a kind of durable rubber hose, places for one after being connected bottom percolating fluid storage device
Entering in percolating fluid conduit protection set, percolating fluid conduit protection set is made up of three parts, can need transform length according to experiment, application
Get up more flexible.
3. percolating fluid storage device is provided with two-layer mesh screen and filter membrane, according to the difference of requirement of experiment precision, on drainage screen
Filter membrane can exchange, it is also possible to periodically replace, can effectively prevent mesh screen and percolating fluid leadout hole blocking.
4. during this device can be positioned over remote sample plot soil, mud or refuse landfill for a long time, it is also possible to according to
Experiment needs to place in different depth soil, it is possible to many sub-samplings, long term monitoring, it is ensured that the seriality of result of the test, and
And it is cheap, nurse without artificial after being embedded in scene.
Accompanying drawing explanation
Fig. 1 is that figure percolating fluid gathers experimental provision schematic diagram.
Detailed description of the invention
The present invention is described in detail for illustrated embodiment below in conjunction with the accompanying drawings.
Parts in figure: 1 is seepage apparatus, 2 is top cover, and 3 is spill diafiltration hole, and 4 for infiltrating a little, and 5 store dress for percolating fluid
Putting, 6 is filter membrane, and 7 is mesh screen, and 8 is bottom, and 9 is percolating fluid leadout hole, and 10 is percolating fluid conduit, and 11 protect for percolating fluid conduit
Set, 12 is fixation clamp, and 13 is soil, and 14 is ground, and 15 is percolating fluid receiving flask, and 16 is sucking filtration mouth, and 17 for sealing lid, and 18 for moulding
Material flexible pipe, 19 is electric pump, and 20 is switch, and 21 is control valve, and 22 is Pressure gauge.
Experimental provision is by seepage apparatus, percolating fluid storage device, percolating fluid conduit, percolating fluid receiving flask and electric pump 5
It is grouped into.The cylinder that percolating fluid storage device is made up of PVC, inside places two-layer mesh screen up and down, and mesh screen is placed filter membrane,
Bottom is demountable base, and base is provided with percolating fluid leadout hole, and percolating fluid leadout hole is connected with percolating fluid conduit, seepage flow
The percolating fluid conduit protection set that PVC makes it is provided with outside fluid catheter.Percolating fluid storage device top is connected with seepage apparatus, seepage flow
Device is up-narrow and down-wide cylinder, and cylinder is provided with the diafiltration hole that semi-circular recesses is gone, enter uniformly be laid with in seepage hole multiple enter
Oozing a little, seepage apparatus top is provided with sealing lid, is provided with O type rubber cushion, and is provided with hitch, can seal up seepage flow between itself and cylinder
Device and percolating fluid storage device.
First mesh screen and filter membrane are put into percolating fluid storage device, after being tightened by floor installation, oozing in bottom by enforcement
Put the percolating fluid conduit of rubber on flow liquid leadout hole, then percolating fluid conduit is positioned over by oozing that three part pvc pipes connect
In flow liquid conduit protection set.Percolating fluid storage device top installs seepage apparatus, after seepage apparatus upper cover presses closer lid, and whole dress
Put and dig in the soil hole put, place the degree of depth and determine according to requirement of experiment.Then by layer, soil-burial is entered in heatable adobe sleeping platform, will
Seepage apparatus top cover and percolating fluid conduit protection set just expose soil face and are advisable, percolating fluid conduit clip in then protection being overlapped
Clamp and fix on the protective sleeve.Place back balance a period of time, when soil restoration to natural stability state, carry out seepage flow
Liquid gathers.Percolating fluid receiving flask side is connected when gathering by soil infiltration liquid with percolating fluid conduit, and opposite side passes through rubber hose
It is connected with electric pump, percolating fluid is extracted out.After percolating fluid sample collecting, percolating fluid harvester is rushed by timely clear water every time
Wash, and change filter membrane.
Mesh screen 7 and filter membrane 6 being put into percolating fluid storage device 5, is installed by bottom 8 after tightening, the percolating fluid in bottom is led
Portal and put the percolating fluid conduit 10 of rubber on 9, then percolating fluid conduit 10 is positioned over the seepage flow connected by three part pvc pipes
In fluid catheter protection set 11.Percolating fluid storage device 5 top installs seepage apparatus 1, after seepage apparatus 1 upper cover presses closer lid 2, whole
Individual device is put into and is dug in the soil hole put, and places the degree of depth and determines according to requirement of experiment.Then by layer, soil-burial is entered heatable adobe sleeping platform
In, seepage apparatus top cover 2 and percolating fluid conduit are protected set 11 just basset and 14 is advisable, then percolating fluid conduit is protected
In set 11, percolating fluid conduit 10 fixation clamp 12 clamps and is fixed on protection set 11.Place back balance a period of time, treat soil
Earth 13 returns to carry out percolating fluid collection during natural stability state.
Percolating fluid receiving flask 15 side sucking filtration mouth 16 is connected when gathering by soil infiltration liquid with percolating fluid conduit 10, opposite side
Sucking filtration mouth is connected with electric pump 19 by plastic flexible pipe 18, opens switch 20, regulates Pressure gauge 22 by control valve 21, then will ooze
In flow liquid suction percolating fluid receiving flask 15.After percolating fluid sample collecting, percolating fluid harvester is rushed by timely clear water every time
Wash, and filter membrane 6 is changed in timing.
Claims (7)
1. a soil infiltration liquid gathers experimental provision, it is characterised in that described experimental provision is by seepage apparatus, percolating fluid storage
Cryopreservation device, percolating fluid conduit, percolating fluid receiving flask and electric pump part composition；Seepage apparatus is up-narrow and down-wide cylinder, on cylinder
Being provided with the diafiltration hole that semi-circular recesses is gone, enter uniformly to be laid with in seepage hole and multiple infiltrate a little, seepage apparatus top is provided with sealing lid,
It is provided with O type rubber cushion between itself and cylinder, and is provided with hitch, seal up seepage apparatus and percolating fluid storage device；Percolating fluid stores
The cylinder that device is made up of PVC, inside places two-layer mesh screen up and down, and mesh screen is placed filter membrane, and bottom is base, on base
Being provided with percolating fluid leadout hole, percolating fluid leadout hole is connected with percolating fluid conduit, is provided with the seepage flow that PVC makes outside percolating fluid conduit
Fluid catheter protection set；Percolating fluid conduit is a kind of rubber hose, and one is placed on seepage flow with being connected bottom percolating fluid storage device
In fluid catheter protection set, other end is placed at outside soil, seals with clip, is opened by clip, with electric pump phase when gathering percolating fluid
Even.
A kind of soil infiltration liquid the most according to claim 1 gathers experimental provision, it is characterised in that described percolating fluid stores
The cylinder diameter 4～8cm that device PVC makes.
A kind of soil infiltration liquid the most according to claim 1 gathers experimental provision, it is characterised in that described percolating fluid conduit
Clip is connected with electric pump.
A kind of soil infiltration liquid the most according to claim 1 gathers experimental provision, it is characterised in that described percolating fluid stores
Device is provided with two-layer mesh screen and filter membrane.
5. a soil infiltration liquid gathers the experimental technique of experimental provision, it is characterised in that described method includes procedure below:
First mesh screen and filter membrane are put into percolating fluid storage device, after being tightened by floor installation, at the percolating fluid leadout hole of bottom
On put the percolating fluid conduit of rubber, then percolating fluid conduit is positioned over the percolating fluid conduit connected by three part pvc pipes and protects
In sheath；Percolating fluid storage device top installs seepage apparatus, and after seepage apparatus upper cover presses closer lid, whole device is put into dig and put
In good soil hole；Then by layer, soil-burial is entered in heatable adobe sleeping platform, seepage apparatus top cover and percolating fluid conduit are just protected set
Expose soil face be advisable, then by protection overlap in percolating fluid conduit clamp and fix on the protective sleeve；After placing, balance
A period of time, when soil restoration to natural stability state, carry out percolating fluid collection；Use in time after percolating fluid sample collecting every time
Percolating fluid harvester is rinsed by clear water, and changes filter membrane.
A kind of soil infiltration liquid the most according to claim 5 gathers the experimental technique of experimental provision, it is characterised in that described
Whole device is put into the placement degree of depth dug in the soil hole put and is determined according to requirement of experiment.
A kind of soil infiltration liquid the most according to claim 5 gathers the experimental technique of experimental provision, it is characterised in that described
Percolating fluid receiving flask side is connected when gathering by soil infiltration liquid with percolating fluid conduit, and opposite side passes through rubber hose and electric pump phase
Even, percolating fluid is extracted out.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610319562.1A CN106017986B (en) | 2016-05-16 | 2016-05-16 | Soil seepage liquid collection experimental device and experimental method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610319562.1A CN106017986B (en) | 2016-05-16 | 2016-05-16 | Soil seepage liquid collection experimental device and experimental method thereof |
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| Publication Number | Publication Date |
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| CN106017986A true CN106017986A (en) | 2016-10-12 |
| CN106017986B CN106017986B (en) | 2020-06-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610319562.1A Expired - Fee Related CN106017986B (en) | 2016-05-16 | 2016-05-16 | Soil seepage liquid collection experimental device and experimental method thereof |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117538097A (en) * | 2023-10-07 | 2024-02-09 | 生态环境部南京环境科学研究所 | Percolate collecting device |
| CN117589525A (en) * | 2024-01-19 | 2024-02-23 | 河海大学 | A regularly quantitative collection device for soil infiltration |
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| CN1818603A (en) * | 2006-01-20 | 2006-08-16 | 中国科学院南京土壤研究所 | Vadose water collector indry land |
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| CN201740672U (en) * | 2010-08-12 | 2011-02-09 | 山东省农业科学院土壤肥料研究所 | Farmland in-situ soil leaching solution collector |
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| CN102636630A (en) * | 2012-03-29 | 2012-08-15 | 中国地质大学（武汉） | Large unsaturated seepage physical simulator for soil in aerated zone |
| CN103076203A (en) * | 2013-01-11 | 2013-05-01 | 沈阳大学 | Experimental facility for collecting leachate during mining wasteland remediation |
| CN203849037U (en) * | 2014-01-03 | 2014-09-24 | 新疆农业科学院土壤肥料与农业节水研究所 | Cotton field underground leachate collection device |
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2016
- 2016-05-16 CN CN201610319562.1A patent/CN106017986B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1818603A (en) * | 2006-01-20 | 2006-08-16 | 中国科学院南京土壤研究所 | Vadose water collector indry land |
| CN101261201A (en) * | 2008-03-25 | 2008-09-10 | 北京市农林科学院 | Natural state soil leachate collecting method |
| CN201740672U (en) * | 2010-08-12 | 2011-02-09 | 山东省农业科学院土壤肥料研究所 | Farmland in-situ soil leaching solution collector |
| CN102063829A (en) * | 2010-12-08 | 2011-05-18 | 沈阳大学 | Experimental device for collecting solid waste filtrate |
| CN102507266A (en) * | 2011-10-06 | 2012-06-20 | 重庆大学 | Gravity flow sloping farmland in-situ soil leaching solution collector |
| CN102636630A (en) * | 2012-03-29 | 2012-08-15 | 中国地质大学（武汉） | Large unsaturated seepage physical simulator for soil in aerated zone |
| CN103076203A (en) * | 2013-01-11 | 2013-05-01 | 沈阳大学 | Experimental facility for collecting leachate during mining wasteland remediation |
| CN203849037U (en) * | 2014-01-03 | 2014-09-24 | 新疆农业科学院土壤肥料与农业节水研究所 | Cotton field underground leachate collection device |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117538097A (en) * | 2023-10-07 | 2024-02-09 | 生态环境部南京环境科学研究所 | Percolate collecting device |
| CN117589525A (en) * | 2024-01-19 | 2024-02-23 | 河海大学 | A regularly quantitative collection device for soil infiltration |
| CN117589525B (en) * | 2024-01-19 | 2024-03-19 | 河海大学 | A regularly quantitative collection device for soil infiltration |
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| CN106017986B (en) | 2020-06-02 |
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