KR101010054B1 - Nonpoint Pollution Reduction Device - Google Patents

Abstract

The present invention relates to a non-point source reduction apparatus capable of increasing treatment efficiency through sedimentation and adsorption filtration of contaminants contained in a significant amount of initial rainfall effluent. Non-point source reduction apparatus according to the present invention comprises a housing having a predetermined height and width having an inner space and an opening for inserting the filter medium in the upper portion, a plurality of through-holes at regular intervals throughout the front and rear; Characterized in that the adsorption filter material is detachably inserted through the opening for the filter medium insertion of the housing.

Description

Non-point source pollutant cleaning machine

The present invention relates to a non-point source reduction apparatus capable of increasing treatment efficiency through sedimentation and adsorption filtration of contaminants contained in a significant amount of initial rainfall effluent.

In general, water sources are divided into point source pollution and non-point pollution sources for the convenience of prevention and management.

Point sources are pollutants that emit wastewater containing pollutants in sewage pipes or ditches in certain areas, such as sewage plants, wastewater treatment plants, power plants, waste mines, oil tanks, oil wells, etc. Since specific pollutants can be separated from the contaminated water, a purification system suitable for the characteristics can be installed.

However, nonpoint pollution sources are pollutants accumulated in the ground, such as urban areas, construction sites, parking lots, roads, etc., along with contaminants accumulated on the surface, flowing down to rivers, lakes, and seas without contaminating water and polluting water quality.

Therefore, it is most efficient to install small-scale treatment facilities around the areas where non-point sources can be generated and to be able to treat them at that time, and to effectively remove contaminants contained in these non-point sources. The necessity of facilities is increasing day by day, and it is expected to be installed nationwide in the future due to the implementation of the total water pollution management system.

On the other hand, in the construction site, it is essential to construct the sedimentation site due to the intensive sediment spillage during rainfall, but due to the low sedimentation efficiency in the sedimentation site, the maintenance cost increases due to the inflow of microparticles into the subsequent process. Heavy metals (mainly leaked by fine soil particles) leak into rivers without sufficient treatment, causing water pollution.

As a technology to solve this problem, there is a patent application No. 2007-92098 'non-point source treatment facility' of the applicant, the application is currently a 'patent decision'.

Referring to Figures 3 to 7, which are attached to the technical details of the applicant's prior application patents as described above, the configuration is as follows.

In the non-point pollution treatment facility consisting of a tank body so as to reduce the contaminants contained in the contaminated water, the settling device (10A) (10B) (20) is installed in the width direction of the tank body (1) It is provided, the sedimentation device is characterized in that it comprises at least one needle plate (11a) (11b) (21) arranged in a vertical state, while leaving a height (H) and the bottom surface of the tank body (1). I am doing it.

The applicant's prior application patent can sequentially remove various kinds of contaminants mixed in contaminated water contaminated from non-point source, and in particular, purify contaminants contained in the initial rainfall, public water or groundwater, etc. It is possible to protect the natural ecosystem by preventing water pollution caused by pollutants, and the sedimentation device is very simple and the assembly and disassembly are easy to maintain, and the In addition, it has several advantages.

By the way, since the sedimentation device (10A) (10B) is installed with the bottom surface and the separation height (H) of the tank body (1), when the rainfall is small the amount of rainfall effluent flowing into the tank body (1) In other words, if it persists only within the range not reaching the separation height (H), the sedimentation apparatus (10A) (10B) can increase the adsorption and sedimentation efficiency by increasing the contact area of the fine particles of the rainfall effluent and increasing the collision chance. There was a drawback that it could not be used properly. That is, if the rainfall is small, it may flow out only between the separation height (H) without passing through the sedimentation apparatus (10A) (10B), which may cause the case that it does not function properly.

On the other hand, in the case of a link canal installed to draw water from an agricultural water intake facility, when rainwater starts to flow, non-point pollutants, including nonpoint pollutants on the road surface of the aqueduct, are farmed. Soil loss occurs along with water flows into the reservoir and flows into the reservoir or river in a short time, and the fine silt and clay quality in the soil moves to the downstream area and forms turbid water. It is becoming.

Accordingly, it is possible to install a non-point source treatment facility applying the applicant's patent application technology, but since the installation cost is somewhat high, it can be used as a non-point source treatment facility by installing a non-point source reducing device that can be applied to a waterway at low cost. Technology was required.

Accordingly, the present invention provides a non-point source reducing device that can exert a function of reducing non-point pollutants even when rain continues to fall within the range of not less than the separation height of the sedimentation device in the applicant's patent application technology as described above. There is.

Another object of the present invention is to provide a non-point source reduction device that can be easily installed in a waterway, including a non-point source processing facility that is a patent application of the applicant.

In addition, to provide a non-point source reduction device that is configured in the non-point source reduction device to facilitate the installation and exchange of the adsorption filter material for adsorbing and filtering contaminants to reduce the cost of maintenance / management.

In addition, by purifying the contaminants introduced with the rainwater during the initial rainfall is to provide a non-point source reduction device that can prevent water pollution, such as public waters such as rivers and non-point source processing facilities using the same.

In addition, the organic material is to provide a non-point source treatment facility that can increase the treatment efficiency through sedimentation and adsorption filtration of inorganic materials, such as soil and heavy metals that are not the target.

In addition, by increasing the contact between the contaminant and the sedimentation device to reduce the flow rate, it is possible to provide a non-point source treatment facility that can maximize the treatment efficiency through sedimentation, adsorption and filtration.

The non-point source reduction apparatus according to the present invention for achieving the above object is made of a constant height and width having an internal space, the opening for the filter medium is formed in the upper portion, a plurality of through-holes at regular intervals throughout the front and back Formed housing; Characterized in that the adsorption filter material is detachably inserted through the opening for the filter medium insertion of the housing.

In addition, both ends in the width direction of the housing is characterized in that the coupling piece is formed with a coupling hole to couple the fixture.

In addition, the adsorbent filter material is made of an adsorbent embedded in the fibrous network, the adsorbent is characterized in that it comprises at least one selected from reeds, sawdust, wood chips.

The non-point source reduction apparatus according to the present invention includes a sedimentation device which is installed in the width direction of the tank body, and the sedimentation device has at least one needle tip plate disposed in a vertical state while having a height spaced apart from the bottom surface of the tank body. In the non-point source treatment facility comprising, the needle plate is made by fixing the outer portion by the fixing frame of the fibrous network in which the adsorbent is embedded, the non-point pollution treatment apparatus is installed in a vertical state on the bottom surface of the tank body and has a certain height It can be applied to non-point pollutant treatment facilities, including.

According to the present invention, it is possible to sequentially remove various kinds of contaminants mixed in contaminated water contaminated from nonpoint source. In particular, the natural ecosystem can be protected through the prevention of water pollution caused by pollutants by purifying pollutants contained in the initial rainfall and flowing them to public water or groundwater.

On the other hand, in the applicant's patent application technology of the present applicant can exhibit a function to reduce the non-point pollutants even when the rain continues to fall within the separation height of the sedimentation device.

In addition, it can be easily installed in the raceway, including the non-point source treatment facility that is the applicant's patent application.

In addition, it is possible to easily install and replace the adsorption filter material that is configured in the non-point source reduction device to adsorb and filter pollutants can reduce the cost of maintenance / management.

In addition, it is to provide a non-point source treatment facility that can increase the treatment efficiency through sedimentation and adsorption filtration of inorganic materials, such as soil and heavy metals that are not the target of organic matter.

In addition, by increasing the contact between the contaminant and the sedimentation device to reduce the flow rate, as a result to provide a non-point source treatment facility that can maximize the treatment efficiency through sedimentation, adsorption and filtration.

In addition, the structure of the sedimentation device provided in the non-point source treatment facility is very simple, easy to assemble and dismantle, easy maintenance.

In addition, it is used to purify the initial rainwater containing non-point contaminants to reduce the concentration of pollutants and then discharge them to public water or groundwater, and is generally used for non-point pollution sources such as roads, parking lots, commercial and industrial areas in large cities. Can be installed.

In particular, while it can be applied in the sedimentation site for reducing the soil discharge at the construction site, it can be easily installed in the sedimentation site, according to the size of the facility in the sedimentation site and the sedimentation site by installing two or three side by side It can be applied variously and easily in three rows or three rows, and the sedimentation plate of the sedimentation device is installed in a curtain type, so that the adsorption and sedimentation efficiency can be increased by increasing the contact area of the fine particles of the rainfall effluent and increasing the collision chance.

In addition, by applying the non-point source reduction apparatus according to the present invention, it is possible to obtain the effect of not having to secure a space by installing the non-point source treatment facility.

1 and 2 is a view of the non-point source reduction apparatus according to the present invention, Figure 1 is a partial cutaway perspective view, Figure 2 is a left side view of FIG.
3 to 7 is a view showing the overall configuration of a non-point source treatment facility using a non-point source reduction apparatus according to the present invention, Figure 3 is a front sectional view, Figure 4 is a plan view, Figure 5 is a cross-sectional view taken along line AA of Figure 4, 6 is a cross-sectional view taken along the line BB of FIG. 4, and FIG. 7 is a cross-sectional view taken along the line CC of FIG. 4.
8 to 10 is a view showing a non-point source reduction apparatus according to the present invention installed in the raceway, Figure 8 is a partial cutaway perspective view, Figure 9 is a plan view of Figure 8, Figure 10 is a right side view of Figure 7. .

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. The present invention is not limited to the embodiments disclosed below, but can be implemented in various different forms, only this embodiment to make the disclosure of the present invention complete and to those skilled in the art to fully understand the scope of the invention It is provided to inform you.

1 and 2 is a view of the non-point source reduction apparatus according to the present invention, Figure 1 is a partially cut perspective view, Figure 2 shows a left side view of FIG.

The non-point source reduction apparatus 100 according to the present invention includes a housing 110 and an adsorptive filter material 120 that is detachably inserted into the housing 110.

The housing 110 has a predetermined height and width and has an inner space therein, and an opening 111 for inserting the filter medium is formed thereon, and a plurality of through holes 113 are formed at predetermined intervals over the entire front and rear surfaces thereof. .

Here, the height of the housing 110 is formed higher than the separation height (D) of the sedimentation apparatus (10A) (10B) to be described later, the width of the housing 110 is a non-point source treatment facility represented by a virtual line in FIG. It is formed to have a width corresponding to the width direction length of the tank body (hereinafter referred to as "bath tank body"), or is formed to correspond to the internal width direction length of the raceway 200 shown in FIG.

The adsorption filtration material 120 is inserted through the filter material insertion opening 111 of the housing 110, is formed to fit into the inner space of the housing 110, as shown in Figure 1, the inside of the fibrous mesh 121 It is preferable to make the adsorbent 122 inherent.

On the other hand, in order to be able to fix the housing 110 in a vertical state on the bottom surface of the tank body 1, the coupling piece 114a is formed at both ends in the width direction of the housing 110 ( 114 is provided, the housing 110 on the side wall (6) (7) of the tank body (1) by coupling the fasteners 115, such as bolts, screws or rivets to the coupling hole (114a) of the coupling piece (114) By fixing both ends of the) can be installed in a vertical state on the bottom surface of the tank body (1). By the way, when the tank body 1 is made of a metal material, of course, the lower side and both side portions of the housing 110 may be fixed to the bottom surface and the side walls 6, 7 of the tank body 1 by welding. to be.

3 to 7 is a view showing the overall configuration of a non-point source treatment facility using a non-point source reduction apparatus according to the present invention, Figure 3 is a front sectional view, Figure 4 is a plan view, Figure 5 is a cross-sectional view taken along line AA of FIG. , Figure 1 is a view showing the installation state of the first row needle plate configured in the sedimentation device, Figure 6 is a cross-sectional view taken along the line BB of Figure 4, showing the installation state of the two-row needle plate configured in the sedimentation device, Figure 7 A cross-sectional view taken along line CC of the CC, showing an installation state according to another embodiment of the sedimentation device.

3 to 7 show an embodiment in which the non-point pollution source reducing apparatus according to the present invention described above is installed in a non-point pollution treatment facility consisting of the tank body (1) disclosed in the applicant's prior application patent.

The non-point source reduction apparatus according to the present invention includes a settling device (10A) (10B) (20) which is installed in the width direction of the tank body (1), the settling device and the bottom surface of the tank body (1) At least one of the needle plate (11a) (11b) (21) arranged in a vertical state while maintaining a constant height (H), the needle plate is fixed to the outer portion by fixing the fibrous net in which the adsorbent is embedded It is made, but installed in a vertical state on the bottom surface of the tank body and can be applied to a non-point source treatment facility including a non-point pollution treatment device having a certain height.

The tank body (1) is made of a rectangular tube, according to the hydraulic characteristics of the cross-flow (橫 流 形) and rectangular (長方形) corresponds to, the flow in the tank body (1) is generally parallel rectification (平行 整流) In detail, the contaminated water flows in through the upper end of the inlet wall 2 formed at the left end as seen in FIGS. 3 and 4, and flows horizontally inside the tank body 1 to settle the apparatus 10A and 10B ( 20) in turn, the water treated by the sedimentation device flows out beyond the upper end of the outlet wall 3 formed at the right end, that is, overflowed.

An outflow trap 4 (trough) is installed at an upper portion of the outlet wall 3 of the tank body 1, and the outflow trap 4 is aligned on the surface of the water so that it can be uniformly collected from the water surface. The 'gutter' is installed, the catch is discharged through the triangle notch (4a; notch) formed therein.

On the other hand, the material of the tank body (1) is formed of a metal steel sheet may be formed by applying a tar epoxy resin (tar epoxy resin) to a predetermined thickness to prevent the waterproof and corrosion on the surface.

In addition, a hopper 5 is formed at a predetermined depth on the bottom surface of the tank body 1, and the hopper 5 is a space for securing the fine particles that are settled by the sedimentation apparatus to be deposited and deposited. It can be formed from the inlet wall (2) to the lower position of the sedimentation apparatus (10B) installed behind it through the lower portion to the sedimentation apparatus (10A) located close to.

Reference numeral (9) is a 'draining hole,' is to enable to periodically discharge the stagnant water (에 水) remaining in the tank body (1).

In the entire drawing, reference numerals for the sedimentation apparatus are differently indicated as (10A) (10B) 20, and reference numerals for the needle plate are also differently indicated as (11a) (11b) (21). The sedimentation device provided in the present invention can be installed at least one position at a predetermined position with respect to the longitudinal direction of the tank body 1 from the inlet wall 2, as shown in FIG. This is to make the location clear.

In the following description of the present invention, the sedimentation apparatus located close to the inlet 2 is a first stage sedimentation apparatus (10A), the second stage sedimentation apparatus (10B) located behind, the third stage sedimentation apparatus (20) In the above-described first stage sedimentation apparatus 10A and the second stage sedimentation apparatus 10B, the first row needle plate 11a is disposed in front and the second row needle plate 11b is disposed behind. The first step in the three-stage settling device 20 is referred to as a needle plate 21. On the other hand, the non-point source reduction apparatus 100 described above may be installed at any position of the bottom surface of the tank body 1, but the first stage sedimentation apparatus (10A), the second stage sedimentation apparatus (10B) and the three stage sedimentation apparatus ( In the case where all of 20) are installed, it is suitable to install at a distance away from the rear side of the two-stage settler 10B as shown in FIG.

The first-row needle plate 11a and the second-row needle plate 11b are formed of polyethylene (PE) material, or three-stage sedimentation shown in FIG. 7 to enable both the sedimentation and adsorption filtration functions. It can be made by fixing the outer portion by the fixing frame to the fibrous network in which the adsorbent is embedded, such as the needle plate 21 configured in the apparatus 20.

Although not shown in the drawings, the needle plate 11a is provided with only one stage of single settler 10A, or one-stage settler 10A and two-stage settler 10B, respectively. 11a) may be applied in a single row, and the three-stage settler 20 having the needle plate 21 incorporating the adsorbent shown in FIG. 7 is shown in FIG. It can also be provided at the position of the settling device 10B.

As shown in FIG. 3, the sedimentation apparatuses 10A, 10B and 20 are installed in three stages, and the first stage sedimentation apparatus 10A and the two-stage sedimentation apparatus 10B are provided with a single row needle plate 11a and It is preferable that the three-stage settling device 20 is provided with the two-row needle plate 11b, and the needle plate 21 in which the adsorbent which comprises one row is contained is provided.

Here, the needle plate (11a) (11b) formed of a PE material intercepts the width direction of the tank body (1) as a whole to slow the flow rate so that the fine particles are settled, while having a spacing gap from each other in order to have a flowing gap A large number are arranged in a line with the width (D), which can be simply called 'curtain'.

In addition, in the case of the needle plate 21 in which the adsorbent is embedded, as shown in FIG. 7, the flow rate is lowered by intercepting the width direction of the tank body 1 so that the fine particles settle and at the same time, the needle plate 21. It also functions to filter the adsorption while passing through the adsorbent inherent in).

As shown in Figures 4 to 6, the first-stage settler 10A and the two-stage settler 10B each consist of a single-row needle plate 11a disposed in front and a two-row needle plate 11b disposed immediately behind. The spacing widths D of the first row needle plate 11a and the second row needle plate 11b are alternately arranged with each other. In detail, the second row needle plates 11b are positioned immediately after the separation width D positions of the first row needle plates 11a.

The one-stage and two-stage settling apparatus (10A) (10B) is installed at the upper end of the side wall (6) (7) corresponding to the width direction of the tank body 1, the installation position with respect to the longitudinal direction of the tank body (1) Support frame 13 is provided on both sides so as to be able to move freely attached, the connecting table 12a, 12b is coupled between the support frame 13, respectively, the upper end of each needle plate (11a) (11b) It is made by fixing to the connecting table (12a) (12b) by fixing means such as bolts.

The support frame 13 can be fixed to the upper end of the side wall (6) (7) of the tank body (1) by welding, and the support frame (13) to the upper end of the side wall (6) (7) bolts and nuts If you make a different position by fixing it, it can be easily removed and fixed in a new position.

On the other hand, the needle plate (11a) (11b) is formed of a PE material, the lower end portion may be flexed to some extent by the flow rate, but the connection table 12a (to prevent from breaking due to frequent bending) ( 12b) can be rotated by an angle.

As shown in FIG. 3, the first and second stage sedimentation apparatuses 10A and 10B are installed at least two or more at a predetermined distance with respect to the longitudinal direction of the tank body 1, that is, installed in two or more stages. Once again, the fine material contained in the contaminated water passing through the first stage settler 10A located in front of the first stage settler 10A is once again treated by the second stage settler 10B located behind. By causing the settling action, it is possible to further improve the treatment efficiency of fine materials by the settling device.

The spaced width D of the needle plate 11a and 11b is preferably about 10 cm, and about 20 cm between the first row needle plate 11a and the second row needle plate 11b.

In FIG. 3, the reference numeral 8 denotes a vertical line of an ivory chain line which is an imaginary line in the middle of the tank body 1, and the tank body 1 is manufactured in a separate type divided into two parts on the vertical line. It shows that the joint can be waterproofed. This is the case of installing the non-point source treatment facility according to the present invention in an area where a large capacity is required, the tank body (1) is produced in the intermediate connection type, and can be easily coupled during installation to facilitate transportation. Since the flange is formed in the butt joint 8 at the time of installation, after joining by welding and a bolt, it is natural to waterproof by tar epoxy resin.

As shown in FIG. 7, the three-stage settling device 20 also has the upper end sidewalls 6 and 7 corresponding to the width direction of the tank body 1 similarly to the one-stage and two-stage settling devices 10A and 10B. In, the support frame 23 is provided on both sides so that the installation position can be attached to move freely with respect to the longitudinal direction of the tank body (1), the connecting table 22 is coupled between the support frame 23, The needle plate 21 is made by fixing the outer portion by the fixing frame 24 to the fibrous network in which the adsorbent is embedded.

Here, the non-point source reduction device 100 installed in a vertical state on the bottom surface of the tank body 1, the fibrous mesh 121 forming the adsorptive filter material 120 and the needle plate 21 of the three-stage settling device 20 The fibrous net used in the above) may be a nonwoven fabric, a cocoa fiber, or the like.

'자형 걸림구(도면부호 미기재)가 일체적으로 결합되어 있다.
The needle plate 21 configured in the three-stage settling device 20 can be easily installed from the fibrous net in which the adsorbent is embedded, and replaceable. So that you can walk

'Shape stopper (not shown) is integrally coupled.

* To replace the fibrous network in which the adsorbent is embedded by fulfilling the adsorption filtration function of the needle plate 21, lifting the fixing frame 24 from the connecting rod 22 is easily separated by the catch and the fixing frame 24 The fibrous mesh can be taken out and replaced with new ones for easy recombination.

Similarly, the adsorption filter material 120 configured in the non-point source reduction device 100 can also be easily replaced by easily removing the fibrous mesh 121 inserted into the housing 110, and is coupled to the water tank body 1 by another method. Release the fastener 114, the housing 110 is separated and replaced, and then the housing 110 may be recombined with the tank body (1).

Since it is convenient to replace the adsorption filter material 120 in this way, it is easy to maintain / manage the non-point source reduction apparatus 100.

Similarly to the three-stage settling device 20, the support frame 23 is fixed to the upper end of the side walls 6 and 7 of the tank body 1 in the same manner as the one-stage / two-stage settling devices 10A and 10B. By fixing with bolts and nuts at the upper end portions of the side walls 6 and 7, the positions thereof can be separated and fixed easily in a new position.

In the case of the initial rainfall runoff, since the flow rate is relatively high and the filtration rate must be fast because it flows out in a short time, the particle size of the adsorbent should be used to maintain a high filtration efficiency while having a high filtration rate. It is recommended to perform internal filtration using a porous adsorbent with a lot of internal pores, and the porous adsorbent filters the suspended solids by physically trapping microparticles between the pores or adsorbing them on the surface or pores. . When the internal filtration is filtered from the surface layer of the adsorbent to the inside, the filtration efficiency is good and the use period is long.

Therefore, it is preferable to use an adsorbent effective for collecting the particles of heavy metals and fine soils, and the sedimentation of the adsorbent 122 and the three-stage sedimentation apparatus 20 used for the adsorption filter material 120 of the non-point source reduction apparatus 100. The adsorbent used in the plate 21 is preferably used including at least one selected from reeds, sawdust, wood chip. Since all of the adsorbents have a large specific surface area of porosity, the adsorption and filtration of fine soil particles and heavy metals can be expected to increase the removal efficiency of particulate contaminants and dissolved contaminants and are very inexpensive in terms of cost. There is an advantage.

By the way, the adsorbent may be selected and used among particulate activated carbon (GAC), filtration sand (Sand), Perlite, Zeolite (Zeolite).

In general, pollutants include particulate contaminants such as earth and sand (sand or soil), iron chips, and liquid pollutants such as oil or oils, which are less specific than water, and dissolved substances dissolved in water. Among these contaminants, there may be contaminants that are not effectively removed by the sedimentation action of the needle plate (11a) (11b) made of PE, which is adsorbed in the adsorption filter material 120 in which the adsorbent 122 is embedded. Filtration is performed, and adsorption filtration is also performed on the needle plate 21.

Referring to the operation of the non-point source treatment facility according to the present invention configured as described above are as follows.

When the contaminated water flows through the upper end of the inlet wall 2, the first stage sedimentation apparatus 10A, the second stage sedimentation apparatus 10B, and the three stage sedimentation apparatus 20 are sequentially passed, where the contaminated water is the first stage sedimentation apparatus. The movement speed is slowed by hitting the first row needle plate 11a and the second row needle plate 11b staggered at 10A, so that the particulate contaminant having a high specific gravity due to gravity naturally sinks to the bottom. The hopper 5 is formed on the hopper 5, and the deposit is separated and collected periodically using a lifting machine or a vacuum suction pump.

The water passing through the gap between the needle plate 11a and 11b of the first stage settler 10A flows toward the second stage settler 10B, and is transferred from the two stage settler 10B to the first stage settler 10A. As a result, the fine particles, which have not been treated by the sedimentation, are once again settled, and thus the micromaterial treatment efficiency by the sedimentation device can be further improved. At this time, the particulate contaminants having a specific gravity smaller than the water floated on the water is periodically removed by removing.

Next, the water passing through the two-stage settler (10B) is passed through the three-stage settler (20), specifically, the first and second stage settler (10A) while passing through the needle plate (21) containing the adsorbent In addition to sedimenting the remaining contaminants not sedimented by 10B), the unremoved contaminants (untreated heavy metals or hardly decomposable substances) are adsorbed and filtered.

Finally, the water is discharged through the outflow trap 4 formed inside the outflow wall 3.

In doing so, since the settling device (10A) (10B) is provided with the bottom surface and the separation height (H) of the tank body (1), if the rainfall is small, flows into the tank body (1) Since the amount of rainfall runoff does not reach the separation height (H), it may flow only between the separation height (H) without passing through the settling device (10A) (10B) to cause the pollutants contained in the rainfall runoff to flow out as it is. There is concern.

If the rainfall is small, it is to be prevented by the non-point source reduction device 100 installed in a vertical state on the bottom surface of the tank body (1).

The non-point source reduction apparatus 100 is formed higher than the separation height (H) of the sedimentation apparatus (10A) (10B), formed to correspond to the widthwise length of the tank body (1) inside the tank body (1) Since it is blocking the lower side, the contaminated water flowing between the separation height (H) is inserted into the interior space of the housing 110 through a plurality of through-holes 113 formed at a predetermined interval across the front and rear of the housing 110 After the non-point pollutants are removed by adsorption while passing through the adsorption filter material 120, the filtered treated water is discharged through the through holes 113 formed on the front surface, and contaminants including the soil and sand contained in the rainfall effluent are boiled. It is removed by the source reduction apparatus 100.

In the distribution of nonpoint pollutants contained in rainfall runoff, it was found that the concentration of pollutants was concentrated only in the case of initial rainfall runoff, and that in the case of continuous rainfall runoff after a certain period of time, almost no pollutants were included. Can be.

Accordingly, the non-point source reduction apparatus 100 may be installed in only one non-point source treatment facility as described above, but depending on the non-point source treatment facility to be installed, for example, a large scale treatment capacity. Of course, the facility may have a plurality of spaced apart at a predetermined interval in the longitudinal direction from the bottom surface of the tank body (1). This can be applied in the raceway 200 to be described later.

The non-point source treatment facility according to the present invention can be applied in the sedimentation site for reducing the soil leakage at the construction site, and can be easily installed in the sedimentation site, which is a pretreatment process, and the present invention according to the facility size in the sedimentation site and the sedimentation site. Two or three rows can be installed side by side and can be easily applied in two or three rows. The sedimentation plate of the sedimentation device is installed as a curtain type to expand the contact area of the fine particles of rainfall runoff and to increase the chance of collision. Efficiency can be increased.

8 to 10 is a view showing a non-point source reduction apparatus according to the present invention installed in the raceway, Figure 8 is a partial cutaway perspective view, Figure 9 is a plan view of Figure 8, Figure 10 is a right side view of Figure 7. .

As shown in FIG. 8, in general, the raceway 200 is installed by continuously connecting unit channels having a predetermined length, by adsorbing and removing non-point pollutants contained in water flowing into the raceway 200. In order to reduce the concentration of non-point pollutants, by installing the non-point source reduction device 100, the waterway 200 can be used as a non-point source treatment facility.

As described above with reference to FIG. 1, the non-point source reduction apparatus 100 installed in the raceway 200 has the same configuration in which the adsorptive filtration material 120 is inserted into the inner space of the housing 110. However, there is only a difference in the installation structure for fixing the housing 110 to the inner bottom surface of the raceway 200.

The height of the housing 110 is formed to be lower than the inner surface height of the raceway sidewalls 210 and 220, and is formed to correspond to the inner width direction length of the raceway 200.

On the other hand, in order to be able to install the non-point source reduction device 100 in the vertical state on the inner bottom surface of the raceway 200, the inner side surface of the raceway sidewalls 210, 220, both the bottom face upwards The inner side bottom jaw 230 is formed along the longitudinal direction of the raceway 200 so as to protrude in height, and the incision groove 240 is designed to be formed at a position corresponding to the width direction in the inner side bottom jaw 230. It is poured and produced.

In this way, if both sides of the housing 110 of the non-point source reduction device 100 are inserted into the cutout groove 240 formed in the channel 200, the non-point source reduction device 100 is perpendicular to the inner bottom surface of the channel 200. Standing in the state to block the inner width of the raceway 200, contaminants, including earth and sand contained in the water flowing into the raceway 200 is removed by the non-point source reduction device (100).

As shown in Figure 8, the height of the housing 110 of the non-point source reduction device 100 is formed lower than the inner side height of the raceway sidewalls 210 and 220, as described above, the initial rainfall of the runoff In this case, the pollutants are intensively contained, and in the case of continuous rainfall runoff after a certain period of time, the pollutants are rarely included, and on the other hand, the height that can completely block the interior of the raceway 200. In the case of forming the furnace, the flow rate of water flowing through the raceway 200 may slow down by the non-point source reduction device 100 and overflow through the raceway sidewalls 210 and 220.

On the other hand, the non-point source reduction apparatus 100 can be continuously installed at a predetermined interval along the longitudinal direction of the raceway 200, in this case, the adsorbent used in the adsorption filter material 120 inserted into each housing 110 ( By using 122) differently or by applying an adsorbent suitable for the characteristics of the treatment site, it is possible to more effectively reduce the non-point pollutants.

As described above, the non-point source reduction apparatus and the non-point source treatment facility using the same according to the present invention have been described with reference to the drawings, but the present invention is not limited to the embodiments and drawings disclosed herein. Of course, various modifications may be made by those skilled in the art within the scope of the technical idea of the present invention.

1: Tank body of non-point source treatment facility
6, 7: side walls of non-point source treatment facilities
100: non-point source reduction device 110: housing
111: opening for filter medium insertion 112, 113: through hole
114: coupling piece 114a: coupling hole
115: fixture 120: adsorption filter material
121: fibrous network 122: adsorbent
200: raceway 210, 220: raceway sidewalls
230: medial bottom jaw 240: incision groove

Claims (3)

It consists of the front and back having a constant height and the width corresponding to the inner width of the tank body or the raceway of the non-point source treatment facility, has an internal space for accommodating the filter medium, the opening for inserting the filter medium 111 is formed on the top, A housing 110 in which a plurality of through holes 113 are formed at predetermined intervals over the entire front and rear surfaces thereof;
A non-point pollution source comprising a adsorption filter material (120) formed to fit into the inner space of the housing (110) and inserted into the inner space of the housing (110) through a filter material insertion opening (111). Abatement system.
The method of claim 1,
Non-point source reduction apparatus, characterized in that the coupling piece 114 is formed on both ends in the width direction of the housing 110, the coupling hole (114a) is formed to couple the fixture (115).
The method of claim 1,
The adsorptive filter material 120 is made of an adsorbent 122 embedded in the fibrous mesh 121.
The adsorbent 122 is a non-point source reduction device, characterized in that it comprises at least one selected from reeds, sawdust, wood chips.

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