KR101451385B1 - Method of monitoring purification state and investigating in-situ state of pollution for soil and groundwater - Google Patents

Method of monitoring purification state and investigating in-situ state of pollution for soil and groundwater Download PDF

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KR101451385B1
KR101451385B1 KR1020140046796A KR20140046796A KR101451385B1 KR 101451385 B1 KR101451385 B1 KR 101451385B1 KR 1020140046796 A KR1020140046796 A KR 1020140046796A KR 20140046796 A KR20140046796 A KR 20140046796A KR 101451385 B1 KR101451385 B1 KR 101451385B1
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adsorption
soil
adsorbent
borehole
adsorption module
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KR1020140046796A
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권만재
김주영
박연근
양중석
이미정
최민주
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한국과학기술연구원
(주)동명엔터프라이즈
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N1/00Sampling; Preparing specimens for investigation
    • G01N1/02Devices for withdrawing samples
    • G01N1/04Devices for withdrawing samples in the solid state, e.g. by cutting
    • G01N1/08Devices for withdrawing samples in the solid state, e.g. by cutting involving an extracting tool, e.g. core bit
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N1/00Sampling; Preparing specimens for investigation
    • G01N1/28Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q
    • G01N1/42Low-temperature sample treatment, e.g. cryofixation
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N30/00Investigating or analysing materials by separation into components using adsorption, absorption or similar phenomena or using ion-exchange, e.g. chromatography or field flow fractionation
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N33/00Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
    • G01N33/24Earth materials

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Abstract

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a soil sampling apparatus and a soil sampling apparatus for sampling and analyzing a test substance contained in soil or ground water And an adsorption module including an inner space containing an adsorbent capable of adsorbing the test substance, the adsorption module being configured to allow the soil or groundwater to flow from the outside into the inner space, And a plurality of adsorption cells each of which is detachably coupled to each other and each have an internal space in which the adsorbent is received, wherein the plurality of adsorption cells are vertically spaced apart from each other by a predetermined interval do.
According to the present invention, a specific adsorption cell can be easily separated or attached to the adsorption module, and various kinds of filler materials can be accommodated in each adsorption cell.

Description

BACKGROUND OF THE INVENTION Field of the Invention The present invention relates to a method for monitoring groundwater purification,

The present invention relates to a soil sampling apparatus and a method for monitoring soil groundwater purification using the apparatus and a method thereof, and more particularly, to an adsorption module capable of easily separating or mounting a specific adsorption cell, And to a method for monitoring groundwater purification and in situ contamination characteristics using the apparatus.

The present invention was derived from a study conducted by the Ministry of Environment and the Korea Institute of Science and Technology as part of the project for the development of soil water pollution prevention technology. [Assignment number: The GAIA Project-2013000540005, Title: Development of evaluation and evaluation technology of soil and groundwater micro-environment for optimum pollution purification]

Recent rapid urbanization and industrialization have resulted in increased pollution of soil and groundwater. Various NT (Nano Technology), BT (Bio Technology), and ET (Environment) technologies have been developed to treat oil and heavy metal contaminants in contaminated soil around railway sites, Technology is being developed.

Prior to applying this purification technology, the first thing to consider is to accurately understand the characteristics of pollution and physical, chemical and biological characteristics of soil and groundwater contamination sites.

However, up to now, the scope and extent of pollution sources have been confirmed through a rough survey of soil and groundwater pollution. Many problems arise from the application of the purification method based on the simple index, which is the result of the outline survey, and there are many difficulties in applying the technology due to the very heterogeneous nature of the domestic soil and groundwater.

It is very difficult to observe the extent of contamination and the degree of pollution and to predict the behavior of the pollutants because of the underground nature of the pollutants in the environmental medium, which are invisible and complex and various structures. In addition, because it is controlled by various physical, chemical and biological characteristics of soil and groundwater, physical (density, permeability, water content, diffusion, flow rate, etc.) of soil and groundwater environment are predicted for prediction of pollutant behavior and successful soil / groundwater purification. , A sampling technique capable of accurately understanding the characteristics of a chemical (pH, electrical conductivity, redox potential, cation exchange capacity, organic carbon / nitrogen, organic matter content, etc.), biological (microbial species / community distribution, biomass amount, etc.) have.

Conventionally, sampling of soil and groundwater samples at the stage of starting the purification business follows a formalized method. In order to quantitatively evaluate soil pollution level (pollutant type, contamination range, etc.) in soil, Method, depth of sampling, sampling and storage of the sample.

The sampling points are selected based on the three-dimensional distribution of the target soil contamination considering the point where the contamination is confirmed, the point where the contamination is likely to occur, the hydraulic lipid condition, and the like. After the selection, samples are taken based on seven depths of 0.5m, 1m, 2m, 3m, 4m, and 5m below the topsoil and topsoil. Sampling methods can be selected appropriately according to the purpose, but rotary, striking, And mechanical sampling methods are mainly used.

In situ soil sampling methods are available for striking, manual, and mechanical sampling methods. However, these methods are susceptible to external contamination or microbial contamination. There is a problem in that it is not possible to use the existing borehole and it is inefficient and uneconomical to drill another ball every time.

In addition, due to the inhomogeneity of the underground environment, the pollutants and physico-chemical properties of the soil obtained even in the case of newly drilled in the vicinity are different from those in the samples obtained in the drilled holes, It is necessary to develop a sampling technique for analyzing the soil and groundwater environment without disturbing the pollution purification site.

Especially, it is necessary to develop a sampling technique that can reflect on - site conditions and analyze physical and chemical characteristics during or after the application of the purification method.

When sampling microorganisms in the soil groundwater, the microorganisms in the soil and groundwater can be classified into floating microorganisms in the groundwater and soil microorganisms. Most microorganisms adhere to the soil. Therefore, the microorganism irradiation method that performs the filtering after the conventional sampling of the ground water, which has been used for the investigation of soil and groundwater microorganisms, has a problem that most of the microorganisms attached to the soil can not be reflected.

Therefore, the present invention solves the problems of conventional soil and groundwater sampling, and devises a multi-core soil and groundwater sampling device and method using on-site media (in-situ filling material) for soil and groundwater sampling to represent the in- .

SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and it is an object of the present invention to provide an adsorption module in which a specific adsorption cell can be easily separated or mounted, So as to provide a soil sampling apparatus.

Another object of the present invention is to provide a soil pollution monitoring method and an in situ contamination property investigation method using the soil sampling apparatus.

In order to achieve the above object, a soil sampling apparatus according to the present invention is a soil sampling apparatus for sampling and analyzing a test substance contained in soil or ground water, including an inner space containing a sorbable material capable of adsorbing the test substance And an adsorption module configured to allow the soil or groundwater to flow into the inner space from the outside, wherein the adsorption module is detachably coupled to the inner space, and the inner space in which the adsorbent is received is divided into And the plurality of adsorption cells are vertically spaced apart from each other by a predetermined distance.

The adsorption cell includes a plurality of tubular members having at least one of both ends thereof opened and a plurality of through holes communicating with the inner space on an outer circumferential surface thereof. And a connection cap detachably coupled to at least one of the opposite end portions and provided with a plurality of connection caps.

Here, the connection cap is formed to close at least one of both open ends of the mesh, and the inner spaces of the adsorption cells are separated from each other by the connection cap.

At least one of the opposite end portions of the mesh may have a first threaded portion and at least one surface of the connecting cap may have a second threaded portion that is threadedly engaged with the first threaded portion.

Here, the adsorption cell is preferably made of Teflon or stainless steel.

Here, it is preferable that a plurality of the adsorption modules are provided, and they are vertically arranged by being separated from each other by predetermined intervals.

Here, the main module includes a main rope connected to the adsorption module to input the adsorption module into a borehole having a predetermined depth, and the adsorption module slides along the main rope and is moved to a predetermined point It can be fixed.

Preferably, the sorbent material comprises an in-situ filling material collected from the borehole.

In order to achieve the above object, the present invention provides a method for monitoring the soil water purification and monitoring the in-situ contamination characteristics according to the present invention is a method of using the soil sampling apparatus, wherein the soil core obtained through the borehole, In a soil core lining tube and then stored at a temperature of 3 to 5 占 폚 or less; A soil core removing step of removing the outer surface of the chilled soil core to a predetermined thickness in the anaerobic chamber and obtaining the inner contents of the soil core; And a number of the adsorption cells is determined according to a necessary number of analysis times to form the adsorption module; A sorbent material inserting step of inserting a sorbent material into each internal space of the adsorption cell; An adsorption module dropping step of dropping the adsorption module including the adsorbent to a predetermined depth in the borehole; Culturing the adsorption module in the borehole for a predetermined period of time; An adsorbent recovery step of recovering the adsorbent contained in at least one of the plurality of adsorption cells after recovering the adsorption module from the borehole; And analyzing the adsorbent separated from the adsorbed cells recovered from the borehole.

Here, in the absorbent material inserting step, it is preferable that the soil sampling device and the sorbent material are sterilized before the sorbent material is inserted into each internal space of the adsorption cell.

Here, in the adsorbing material inserting step, it is preferable that the in-situ filling material is separated by granularity using a tool such as a sieve before inserting into the inner space of the adsorption cell.

According to the present invention, there is provided an adsorption module including a plurality of adsorption cells, each of which is separated by a predetermined distance and separated from each other in a state of being vertically spaced apart from each other, A specific adsorption cell can be easily separated or mounted, and various kinds of filler materials can be accommodated in each adsorption cell.

1 is a perspective view of a soil sampling apparatus according to an embodiment of the present invention.
2 is an exploded perspective view of the soil sampling apparatus shown in FIG.
FIG. 3 is a perspective view of a soil sampling apparatus in which a plurality of adsorption modules shown in FIG. 1 are connected.
4 is a view for explaining the use state of the soil sampling apparatus shown in FIG.
5 is a cross-sectional view of the soil sampling apparatus shown in Fig.
FIG. 6 is a flowchart illustrating a method for monitoring groundwater purification and in situ contamination characteristics according to an embodiment of the present invention.

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

FIG. 1 is a perspective view of a soil sampling apparatus according to an embodiment of the present invention, and FIG. 2 is an exploded perspective view of the soil sampling apparatus shown in FIG. 1. FIG. 3 is a perspective view of a soil sampling apparatus in which a plurality of adsorption modules shown in FIG. 1 are connected.

1 to 3, a soil sampling apparatus according to a preferred embodiment of the present invention includes soil sampling (sampling) for sampling and analyzing a test substance such as microorganisms or pollutants contained in soil G or groundwater W, The apparatus includes an adsorption module 100 and a main rope 40.

The adsorption module 100 is a container-shaped member including an internal space S in which a sorbent material (not shown) capable of adsorbing the test substance is accommodated. The sorbent module 100 is a tubular member in which the soil or groundwater As shown in FIG.

Three adsorption modules 100 are arranged vertically by being connected to each other by a main rope 40 in a state of being separated from each other by predetermined intervals.

In the present embodiment, the adsorption module 100 includes an adsorption cell 10, a connection cap 20, and a plug 30. [

The adsorption cell 10 is provided with a plurality of circular tubular members, at least one of which is open, and a plurality of through holes 13 communicating with the inner space S are formed on the outer circumferential surface.

In this embodiment, the adsorption cell 10 includes a circular tubular mesh 11 made of Teflon or stainless steel in which the plurality of through holes 13 are formed, And includes a first threaded portion 12 in the form of a male thread.

The size of the through hole 13 of the mesh 11 is preferably 0.0001 mm to 2.0 mm so that the adsorbent (not shown) contained in the internal space S does not escape to the outside.

The connecting cap 20 is a disc-shaped member closing at least one of both open ends of the adsorption cell 10, and is a member detachably coupled to at least one of both open ends of the adsorption cell 10 .

A plurality of connecting caps 20 are provided and the second threaded portion 21 having a female screw shape is detachably attached to the first threaded portion 12 formed at both ends of the mesh net 11 on the upper and lower edges, Respectively.

The connection cap 20 is a member for separating the internal space S of the adsorption module 100 into a plurality of internal spaces S isolated from each other and is vertically spaced apart by a predetermined distance have.

A rope through hole 22 through which the main rope 40 slidably passes is formed at the center of the connecting cap 20.

The adsorption cells 10 are detachably coupled to each other by the connection cap 20. [

A stopper (30) is detachably attached to the adsorption cell (10) located at the uppermost and lowermost end of the adsorption cells (10).

The cap (30) is a disc-shaped member for closing at least one of both open ends of the adsorption cell (10), and the first threaded portion (12) formed at both ends of the netting (11) And a third threaded portion 31 of a female thread shape is formed so as to be threadably engaged.

The cap 30 differs from the connecting cap 20 in that the cap 30 is mounted on one of the opposite ends of the adsorption cell 10.

A rope through-hole 32 through which the main rope 40 is slidably formed is formed at a central portion of the cap 30.

The inner space S of the adsorption module 100 is divided into a plurality of inner spaces S isolated from each other by the connection cap 20 and the plug 30, And have a shape vertically arranged with a predetermined spacing.

(Not shown) of the same or different types are accommodated in the inner space S of each of the adsorption cells 10, respectively.

The adsorbent may be a variety of materials depending on the purpose of collection such as a natural medium generated through drilling, a standard substance such as sand, clay, or a pollutant purifying substance well known for adsorption and reactivity.

The sorbent material may include at least one of an on-site medium such as soil or ground water that may represent the in-situ site, that is, an in-situ fill material collected from the borehole H, or an artificial fill material previously prepared artificially. In this embodiment, only the in-situ fill material is used as the adsorbent.

Examples of the artificial filling material include glass or metal beads, glass or metal strands, glass wool, and the like.

The cap 30 is provided with a rope fixing device 50 which can be fixed in a state where the main rope 40 is penetrated.

The rope fixing device 50 has a structure in which the length of a rope to be coupled thereto can be easily adjusted. In this embodiment, the rope fixing device 50 includes a rope- And a fixing screw 51 which can be moved back and forth so as to press and fix the main rope 40 received in the rope through hole 52. [

When the fixing screw 51 is tightened, the rope fixing device 50 is fixed to the main rope 40. When the fixing screw 51 is loosened, the rope fixing device 50 is fixed to the main rope 40 And can be relatively moved while sliding.

The main rope 40 is a rope used for putting the adsorption modules 100 into a borehole H having a predetermined depth and is provided on the outer circumferential surface with a length indication for measuring the depth of insertion along the longitudinal direction .

The adsorption module 100 can be moved up and down while sliding along the main rope 40 while the two fixing screws 51 of the adsorption module 100 are loosened, When the two are all tightened, the adsorption module 100 is firmly fixed to the main rope 40.

Hereinafter, an example of a method for monitoring groundwater purification and in situ contamination characteristics using the soil sampling apparatus having the above-described structure will be described.

As shown in FIG. 4, a cylindrical soil core (not shown) obtained through a borehole H formed in the ground G is placed in a cylindrical soil core lining tube Hour), and stored at a temperature of 3 to 5 ° C or less. (Soil core refrigeration storage step, S10)

Then, the outer shell of the refrigerated soil core is removed to a predetermined thickness in the anaerobic chamber, and then the inner contents of the soil core are obtained. (Soil core exfoliation step, S20)

The number of necessary analysis times is determined according to the nature of the soil analysis or the purpose of the analysis and the number of the adsorption cells 10 included in one adsorption module 100 is determined according to the number of times of analysis and the adsorption module 100 is partially . (Adsorption module forming step, S30)

Subsequently, an adsorbent is inserted into each internal space S of the adsorption cell 10. In this embodiment, as the adsorbent to be introduced into all the adsorption cells 10, the soil core exfoliation step S20 ) Are used in the soil core.

In the present embodiment, the soil sampling device and the adsorbent are sterilized before the adsorbent is inserted into each inner space S of the adsorption cell 10, (S), a step of separating the fine particles by the particle size using a separate tool such as a sieve is performed. (Sorbent material inserting step, S40)

After the adsorbent material is inserted into the adsorption cells 10, the adsorption modules 100 including the adsorbent material are dropped into the borehole H to a predetermined depth as shown in FIG. 4, Thereby fixing the other end of the guide member 40 to the ground G. [ (Adsorption module dispensing step, S50)

When the adsorption modules 100 are dropped into the borehole H and then the adsorption modules 100 are placed in the borehole H for several days to several years, Is cultured under the same conditions as the surrounding soil or groundwater of the borehole (H). (Adsorption module culture step, S60)

After the adsorption module cultivation step (S60) is completed, the adsorption modules 100 are taken out from the borehole H and recovered, and the adsorbent contained in at least one of the plurality of adsorption cells 10 is taken out and recovered. (Adsorbent recovery step, S70)

The sorbent material separated from the adsorption module 100 recovered from the borehole H is transferred to a laboratory and analyzed for microorganisms or pollutants cultured in the sorbent material so that the physics and chemistry of the soil and groundwater at the point where the borehole H is formed By knowing the biological characteristics, the use of the soil sampling device is completed. (Sorbent analysis step, S80)

The soil sampling apparatus of the above-described configuration is a vessel-like member including an internal space S containing an adsorbent capable of adsorbing a test substance. The soil sampling apparatus has a structure in which soil G or groundwater W is introduced into the internal space S from the outside, The adsorption module 100 includes a plurality of adsorption cells 100 each of which is detachably coupled to each other and which has an internal space S in which the adsorbents are accommodated, The adsorption cells 10 can be easily separated from the adsorption module 100 or can be easily separated from the adsorption cells 10 by a predetermined amount The adsorption cell 10 can be easily mounted on the adsorption module 100 and various kinds of filler materials can be accommodated in each of the adsorption cells 10.

Therefore, by using the soil sampling apparatus, it is possible to collect the soil G and the groundwater W that more accurately represent the characteristics of the underground environment as compared with the conventional sampling apparatus, and the number of the adsorption cells 10 can be adjusted So that it is easy to control the sampling frequency. Further, the collection volume, that is, the size of the internal space S of the adsorption module 100 can be easily changed by adjusting the number of the adsorption cells 10.

In the soil sampling apparatus, a plurality of tubular members having at least one of both ends thereof open are provided in the adsorption cell 10, and a plurality of through holes 13 communicating with the inner space S are formed on the outer circumferential surface. And a connection cap 20 provided with a plurality of members which are detachably coupled to at least one of both open ends of the mesh network 11, 10) can be mass-produced at a low manufacturing cost, and the adsorption cell 10 can be easily separated and mounted.

The soil sampling device may be configured such that the connection cap 20 closes at least one of both open ends of the mesh 11 and the connection cap 20 closes the inner space of the adsorption cells 10 (S) are isolated from each other, there is an advantage that the adsorbent contained in the adsorption cell (10) can be cultured in an isolated environment from each other.

In the soil sampling apparatus, a first screw portion 12 is formed on at least one of both ends of the mesh 11, and at least one surface of the connecting cap 20 is provided with the first screw portion 12, Since the second screw portion 21 is formed in a threaded manner, the structure of the adsorption cell 10 can be simplified by screwing, and the adsorption cell 10 can be easily separated and mounted .

Also, since the adsorption cell 10 is made of Teflon or stainless steel, the soil sampling device has an advantage that it is excellent in corrosion resistance, heat resistance, and durability even when it is cultured in the long-term borehole H.

Since the plurality of adsorption modules 100 are arranged vertically by being connected to each other by the main ropes 40 in a state where the adsorption modules 100 are spaced apart from each other by a predetermined distance, It is easy to collect multiple depths at predetermined depths as well as sampling.

The soil sampling device includes a main rope 40 connected to the adsorption module 100 and having a length so as to allow the adsorption module 100 to be inserted into a borehole H having a predetermined depth And the adsorption module 100 can be disposed at an accurate depth in the borehole H, as shown in FIG.

In addition, the soil sampler can be used to collect the in-situ soil contamination without disturbing the soil or groundwater environment because the adsorbent contains the in-situ filling material collected from the borehole (H). There is an advantage to be able to perform.

The above-described soil groundwater purification monitoring and in-situ contamination characteristics investigation method is characterized in that the soil core obtained through the borehole (H) is stored in a soil core lining tube in order to preserve the original shape of the soil core, (S10) for removing the soil of the soil core from the surface of the soil core (step S10), removing the soil of the cooled soil core to a predetermined thickness in the anaerobic chamber and then obtaining the inner contents of the soil core ), There is an advantage that the unoxidized in-situ filling material can be easily obtained at any time.

The method for monitoring the soil groundwater purification and in situ contamination characteristics includes the step of constructing the adsorption module 10 by determining the number of the adsorption cells 10 according to the number of times of analysis required, The number of sampling times can be easily adjusted. Further, the collection volume, that is, the size of the internal space S of the adsorption module 100 can be easily changed by adjusting the number of the adsorption cells 10.

The soil underground water purification monitoring method and the in situ contamination characteristics investigation method may further include an adsorption module culture step (S60) of culturing the adsorption module (100) in the borehole (H) for a predetermined time, An adsorbent collection step S70 of recovering the adsorbent contained in at least one of the plurality of adsorption cells 10 after recovering from the borehole H and a step S70 of separating the adsorbent collected from the adsorption cell 10 recovered from the borehole H (S80) for analyzing the sorbent material, there is an advantage in that it is possible to analyze the test substance after the extraction work is performed without disturbing the soil or groundwater environment at the in-situ soil pollution purification site.

The method for monitoring the groundwater purification and monitoring the in-situ contamination characteristics may further comprise the steps of: before the insorbent material is inserted into each internal space (S) of the adsorption cell (10) in the insorbent material inserting step (S40) Is advantageous in that it can be accurately inspected when sampling is performed using microorganisms in soil and groundwater as test substances.

In addition, the soil underground water purification monitoring method and the in-situ contamination characteristic investigation method may be further characterized in that, in the inserting material inserting step (S40), before the in-situ filling material is inserted into each internal space (S) , It is advantageous to select the adsorbent having the required particle size according to the nature of the soil analysis or the purpose of the analysis.

In this embodiment, an in-situ filling material is inserted into all of the adsorption cells 10, but an artificial filling material may be inserted into a part of the adsorption cells 10, and an in- It is of course also possible to use filler materials.

In the present embodiment, the mesh 11 is made of Teflon or stainless steel, but it may also be made of synthetic resin or metal.

The technical scope of the present invention is not limited to the contents described in the above embodiments, and the equivalent structure modified or changed by those skilled in the art can be applied to the technical It is clear that the present invention does not depart from the scope of thought.

[Description of Reference Numerals]
100: adsorption module 10: adsorption cell
11: mesh 12: first thread
13: Through hole 20: Connection cap
21: second thread portion 22: rope through hole
30: plug 31: third thread
32: rope through hole 40: main rope
50: Rope fixing device 51: Fixing screw
52: Rope through hole H: Borehole
G: Soil W: Groundwater

Claims (11)

A soil sampling device for sampling and analyzing a test substance contained in soil or ground water,
And an adsorption module including an inner space containing an adsorbent capable of adsorbing the test substance, the adsorption module being configured to allow the soil or groundwater to flow from the outside into the inner space,
The adsorption module includes a plurality of adsorption cells detachably coupled to each other and each having an internal space for accommodating the adsorbent,
Wherein the plurality of adsorption cells are vertically spaced apart from each other by a predetermined distance, the method comprising:
Storing the soil core in a soil core lining tube in order to preserve the soil core obtained through the borehole in a circular shape, and then storing the soil core at a temperature of 3 to 5 ° C or less;
A soil core removing step of removing the outer surface of the chilled soil core to a predetermined thickness in the anaerobic chamber and obtaining the inner contents of the soil core;
And a number of the adsorption cells is determined according to a necessary number of analysis times to form the adsorption module;
A sorbent material inserting step of inserting a sorbent material into each internal space of the adsorption cell;
An adsorption module dropping step of dropping the adsorption module including the adsorbent to a predetermined depth in the borehole;
Culturing the adsorption module in the borehole for a predetermined period of time;
An adsorbent recovery step of recovering the adsorbent contained in at least one of the plurality of adsorption cells after the adsorption module is recovered from the borehole;
An adsorbent analyzing step of analyzing the adsorbent separated from the adsorbed cells recovered from the borehole;
And a method for monitoring groundwater purification and in situ contamination characteristics.
The method according to claim 1,
In the absorbent material inserting step,
Wherein the soil sampling device and the sorbent material are sterilized before the sorbent material is inserted into each internal space of the adsorption cell.
The method according to claim 1,
In the absorbent material inserting step,
Wherein the in situ filling material collected from the borehole is separated by particle size using a tool such as a sieve before it is inserted into each internal space of the adsorption cell.
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KR1020140046796A 2014-04-18 2014-04-18 Method of monitoring purification state and investigating in-situ state of pollution for soil and groundwater KR101451385B1 (en)

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CN107607349A (en) * 2017-11-07 2018-01-19 云南省烟草农业科学研究院 A kind of sampler and its sampling method for being used to precisely monitor vega soil Nitrogen releasing amount
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KR101952607B1 (en) 2018-07-20 2019-03-04 주식회사 효림 IOT based contamination area fate modeling system by real time monitoring of contaminated groundwater well
KR101955456B1 (en) 2018-07-20 2019-03-11 주식회사 효림 IOT based contaminated soil purification period predicting system by real time monitoring of in-situ contaminated soil purification well
CN110542585A (en) * 2019-08-14 2019-12-06 中国科学院东北地理与农业生态研究所 Standing type wetland soil water collecting and monitoring device and application method
CN111766096A (en) * 2020-06-24 2020-10-13 宁波市环境监测中心 Sampling device for volatile organic compounds in soil and control method thereof

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KR101603636B1 (en) * 2015-07-24 2016-03-15 대구대학교 산학협력단 P pencil-shaped cylindrical sampler can be mounted polymer for concentrated organic contaminants
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KR101952605B1 (en) 2018-07-20 2019-03-04 주식회사 효림 IOT based real time monitoring system of in-situ contaminated soil purification well
KR101952602B1 (en) 2018-07-20 2019-03-04 주식회사 효림 IOT based real time monitoring system for contaminated groundwater well
KR101952613B1 (en) 2018-07-20 2019-03-04 주식회사 효림 IOT based contaminated groundwater purification period predicting system by real time monitoring of contaminated groundwater well
KR101952607B1 (en) 2018-07-20 2019-03-04 주식회사 효림 IOT based contamination area fate modeling system by real time monitoring of contaminated groundwater well
KR101955456B1 (en) 2018-07-20 2019-03-11 주식회사 효림 IOT based contaminated soil purification period predicting system by real time monitoring of in-situ contaminated soil purification well
CN110542585A (en) * 2019-08-14 2019-12-06 中国科学院东北地理与农业生态研究所 Standing type wetland soil water collecting and monitoring device and application method
CN111766096A (en) * 2020-06-24 2020-10-13 宁波市环境监测中心 Sampling device for volatile organic compounds in soil and control method thereof
CN111766096B (en) * 2020-06-24 2022-09-23 宁波市环境监测中心 Sampling device for volatile organic compounds in soil and control method thereof

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