KR101400166B1

KR101400166B1 - ecology Ditch to cleanse pollutants

Info

Publication number: KR101400166B1
Application number: KR20120073520A
Authority: KR
Inventors: 박병대
Original assignee: 박병대
Priority date: 2012-07-05
Filing date: 2012-07-05
Publication date: 2014-05-28
Also published as: KR20140005640A

Abstract

The present invention relates to a trench for pouring rainwater into a river or a river, and more particularly, to a trench for flowing rainwater into a river or a river, a filter medium for filtering contaminants in the trench such that rainwater and surface contaminants do not flow together, The present invention relates to an ecological trench for purifying a pollutant which has contaminants.
That is, the ecological ditch for purifying contaminants according to the present invention is a ditch for allowing sewage or waste water flowing through a drain pipe to flow into a river or a river, wherein the ditch wall is formed higher than the ditch bottom, A filtering groove for fixing a filter medium and a filter medium for filtering the filter medium and purifying the vegetation plant so as to grow the vegetation plant.

Description

Ecology Ditch to cleanse pollutants {ecology Ditch to cleanse pollutants}

The present invention relates to a trench for flowing sewage or waste water flowing through a drain pipe into a river or a river, and more particularly, to a trench for preventing the pollution of sewage or waste water from flowing into a river or a river The present invention relates to a filter medium for purifying a material, and an ecology trench for purifying contaminants that remove a pollutant by providing a vegetation plant.

Generally, ditches and drains are formed to discharge sewage or stormwater appropriately from rivers and rivers in order to avoid damages due to stormwater around roads, agricultural cultivated land, houses and apartment complexes due to sewage or storm.

Korean Patent Registration No. 10-0618407 discloses a drainage device for a road slope in which a fastening hole for fastening as a fastening member is formed at both ends of an inclined surface of a road and is fastened at both ends thereof to each other in the longitudinal direction, An upper drainage passage having a lower drainage passage in which the drainage holes are formed and a blade piece formed by being bent at right angles to both sides of the upper end so as to be inserted into and fixed to the first anchorage groove formed in the upper inner side surface of the lower drainage passage, And a foreign matter filtering filter which is inserted and fixed in a third fixing groove formed on both sides of the lower portion of the lower drainage passage to filter out foreign substances generated during drainage, The apparatus of claim 1, The center has a partition wall is formed in a multiple device for a road with a slope having a plurality of drainage holes is known.

However, in the above-mentioned road slope drainage device, the excellentness of the road surface can be discharged in a short period of time. However, in the case of a river or river draining an excellent river, the river flooded due to the river suddenly blowing, The fish can be swept away due to the fast flow of water, and it can be washed away and washed away. Especially, because of the rapid flow of water from rivers and river beds, the sand flows around rivers and rivers.

In addition, a foreign matter filtering filter is provided in a drainage device for a road slope, so that contaminants can be removed. However, large contaminants can be removed and small contaminants or nonpoint pollutants can not be removed.

Contaminants are classified into point pollutants and nonpoint pollutants. Point pollutants are pollutants discharged at certain points such as factories and sewage treatment plants. Therefore, even if pollutant concentration is very high, , It is easy to design and maintain and manage the treatment facilities such as the treatment plant because the influence due to the season is relatively small.

Non-point pollutants, on the other hand, generate unspecified pollutants such as pesticides, fertilizers, pollutants, oil, heavy metals and tire powder in unspecified places such as cities, roads, farmland, And it is difficult to identify the waste water treatment device and it is difficult to maintain the non-point pollutant introduced at one time by the rainwater in the rain.

When these pollutants flow into rivers or rivers, there is a big problem that they pollute water quality, cause fish to be killed or destroy habitats of benthic organisms, disturbing the aquatic ecosystem.

Therefore, the discharge of industrial wastewater or sewage in the treatment of point pollutants is strictly regulated because it causes environmental pollution, and the wastewater purification treatment facility is installed to purify the wastewater and discharge it to the river. If the discharge allowance is exceeded It is illegal and punished. Therefore, it is known that the conventional method of purifying wastewater to meet the discharge allowance is purifying by using a precipitation method and an oxygen supply method by an aeration facility. Also, according to the quality of wastewater, Is mainly used.

However, since the conventional waste water purification method is an artificial and chemical treatment method, much effort is required for the purification treatment and the purification facility is not necessarily large, but the maintenance by the specialist personnel is necessary. There is a problem that a large amount of expenditure is incurred in the cost of purification treatment. In particular, it is practically difficult to completely purify wastewater and discharge it to river water, so there is a limit to maintaining a clean stream or river.

In addition, non-point pollutants are introduced into rivers and rivers along with rainwater. There is a non-point pollution abatement facility that processes non-point pollutants through various stages of sedimentation or filtration in the state of being entrapped before entering. However, It is not easy to remove the non-point pollutant discharged from the fuel cell.

It is an object of the present invention to provide an ecological ditch for purifying pollutants which purify sewage or oily and wastewater flowing out of the openings, which is formed so as to abut the ditches with the drain pipe openings.

It is also an object of the present invention to provide an ecology trench which cleans pollutants that do not affect the water streams of streams and rivers by weakening the water flow of sewage or sewage or wastewater by forming a dam at the bottom of the trench near the opening.

Also, it is an object of the present invention to provide an ecological trench which has a plurality of filter media and a vegetation plant to remove contaminants and purify pollutants that can not allow contaminants to flow into streams and rivers.

The eco-trench for purifying contaminants according to the present invention is a trench for allowing sewage or waste water flowing through a drain pipe to flow into a river or a river, the trench being formed higher than the trench floor, A filter groove for fixing a filter medium and a filter medium for filtering the filter media to purify the waste water contained in sewage or waste water, and a perforator installed between the filter grooves and for growing the vegetation plant.

The bottom of the trench is formed by a plurality of wefts staggered to weaken the flow of sewage or waste water from the opening of the drain pipe.

The filter groove formed on the bottom of the trench is formed to have a height equal to the height of the filter medium filter so that the filter medium filter medium can be inserted only halfway.

The plurality of filter grooves formed on the bottom of the trench are formed in a zigzag form.

An inclined end tuck is formed between the bottom of the trench and the filter medium filter inserted in the filter groove to filter out the clog and prevent it from flowing into the river or river.

The filter media is detached and attached to the filter groove. The filter media is made of stainless steel and has a net-like shape. The filter media is filled in the 70 to 90% range so that the spherical filter media made of polypropylene can flow in the free space.

The perforations are drilled to the ground so that vegetation plants are planted on the ground to remove pollutants contained in sewage or waste water.

According to the ecological ditch for purifying contaminants according to the present invention, a plurality of dams are formed in a staggered manner near the opening of the water pipe to reduce the flow of sewage or waste water, thereby protecting rivers and rivers.

In addition, the filter media and proprietary filtering media with propylene filter media installed in the ditch are used to remove contaminants contained in sewage or waste water to prevent pollution from flowing into rivers and rivers and destroying the ecosystem. It is effective.

In addition, it can increase the efficiency of space considering the natural sediment factors (topography, geology, climate, etc.), form a beautiful landscape, and it is easy to manage and has a small maintenance cost.

BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is an overall perspective view showing an embodiment according to the present invention; Fig.
2 is a perspective view showing a trench in an embodiment according to the present invention;
3 is a perspective view of a filter media type filter according to an embodiment of the present invention.
4 is a cross-sectional view showing an embodiment according to the present invention.
FIG. 5 is a perspective view showing a second embodiment of a filter medium according to the present invention. FIG.

The present invention relates to a trench for purifying contaminants, comprising: a trench for allowing sewage or waste water flowing through a drain pipe to flow into a river or a river, the trench being formed higher than a trench floor; A filter groove for fixing a filter medium and a filter medium for filtering the filter medium to purify the pollutants contained in sewage or waste water, and a perforator installed between the filter grooves and for growing a vegetation plant .

The bottom of the trench is characterized in that a plurality of weirs are staggered to weaken the flow of sewage or waste water from the opening of the drain pipe.

In addition, the filter groove formed on the bottom of the trench is formed to have a height equal to the height of the filter medium filter so that the filter medium filter can be inserted only halfway.

In addition, the plurality of filter grooves formed on the bottom of the trench may be separated from each other in a zigzag pattern.

In addition, an inclined end stop is formed between the bottom of the trench and the filter medium inserted into the filter groove to filter out the clogged material and prevent it from flowing into the stream or the river.

In addition, the filter media of the present invention is detachably attached to the filter groove, and is made of stainless steel and has a mesh shape, and is filled in the range of 70 to 90% so that the spherical filter media of the polypropylene material can flow in the free space .

In addition, the perforated portion is pierced to the ground so that vegetation plants are planted on the ground to remove contaminants contained in sewage or waste water.

Next, a preferred embodiment of a trench for purifying contaminants according to the present invention will be described in detail with reference to the drawings.

First, as shown in FIG. 1, a trench for purifying contaminants according to the present invention includes a trench 100 for flowing sewage or waste water flowing through a drain pipe into a river or a river, (10) and a trench wall (11).

The ditch 100 is formed by abutting the opening 110 so that the sewage or the waste water flowing through the opening 110 of the drain pipe slowly flows into the river or the river.

The ditch wall 11 is formed to be higher than the ditch bottom 10 as shown in Figs. 1 and 2, and the sand around the river or the river enters the ditch to pollute the water quality of the river or river together with sewage or waste water. A little higher than the periphery.

The ditch wall 11 is formed of a concrete structure connected to the ditch bottom 10 so as to be supported by external pressure on both sides of the ditch bottom 10 without collapsing.

As shown in FIGS. 1 and 2, the trench bottom 10 flows more slowly than the trench 100 having a constant inclination to the stepped trench bottom 10, thereby preventing the water flow of the river or the river from being changed due to the excellentness.

The ditch bottom 10 is formed of a concrete structure having the same material as the ditch wall 11 and has a dam 12, a filter groove 13 and a perforation 14.

The ditch bottom 10 is formed with a plurality of dams 12 staggered to weaken the flow of sewage or waste water flowing from the opening 110 of the drain pipe.

The dike (12) weakens the stream of rainwater flowing in the drain pipe opening (110), thus preserving the ecosystem by preventing the water stream of rivers and rivers from changing and preventing the rivers and rivers from overflowing or overflowing.

The height of the filter groove 13 is formed to be equal to the height of the filter medium filter 21 so that only the filter medium groove 21 of the filter medium groove 21 is inserted into the filter groove 13. The filter medium groove 21 is inserted into the filter groove 13, And is formed in a width that fits tightly.

The filter grooves 13 are formed in the trough bottom 10 in a zigzag fashion.

As shown in FIG. 3, the filter media 21 is a rectangular stainless steel outsole having a mesh shape. The filter media 21 is filled in a range of 70 to 90% so that a spherical filter material made of polypropylene can flow through the free space. Is formed by a filtration device.

The filter media type filter 21 is manufactured in a factory as a cartridge type. When replacing the media type filter media 21, it is sufficient to remove the media type filter media 21 and insert a new media type filter 21, The weight is reduced to such an extent that it can be handled by one operator, and replacement work for maintenance is very easily performed.

The filter media 21 can be manufactured by changing the size of the filter 100 according to the size and length of the filter 100.

When the size of the filter medium 21 is changed, it is preferable that the filter groove 12 formed in the trough bottom 10 is also changed in size.

For example, as shown in FIG. 5, the second embodiment of the filter medium 21 of the filter medium can be formed in a shape in which a portion of the filter medium 21 is inclined.

The filter medium 21 of the second embodiment prevents the sewage or waste water flowing from the opening 110 from flowing between the drainage floor 10 and the drainage wall 11 without passing through the filter element 21 do.

The filter groove 13 is also formed between the trench bottom 10 and the trench wall 11 because the filter medium filter 21 is formed between the bottom trench 10 and the trench wall 11. [

Since the filter medium filter 21 can be used only when the ditch wall 11 is inclined, it is preferable to form the filter media 21 in accordance with the circumstances around the river or the river.

The pollutants contained in the rainwater are removed by the polypropylene filter media provided inside the filter media 21, after the sewage or waste water flows into the filter media filter 21.

The trough bottom 10 is formed stepwise so that a tapered end trough 15 is formed between the portion where the filter medium 21 is inserted and the trough bottom 10 so that the impurities contained in the sewage or waste water It is possible to prevent the contaminants such as dust 120 from passing through the mesh and hanging on the inclined step 15 so as not to flow into the river or the river.

Since the contaminants 120 and the like formed on the inclined step jaws 15 are easily visible contaminants, they can be easily removed.

1 and 2, a perforation 14 formed in the bottom of the trench 10 is formed between the filter grooves 13, 14) is planted on the ground of the perforation (14).

The vegetation plant 31 provided in the perforation 14 is not only filtered out through the natural flow of the contaminants contained in the rainwater. The vegetation plant 31 is planted with plants and the like having high self- And ecosystem principles to continuously remove pollutants.

4 is a cross-sectional view of the dirt 100 for purifying contaminants. The dirt flowed through the opening 110 of the water discharge pipe collides with the dirt 12 to weakly flow the water, The contaminants 120 and the like which can not pass through the mesh of the filter media 21 are caught by the inclined end stops 15 and can not flow into the river or the river, The contaminants are removed by the vegetation plant 31 or the filter media 21 located next to the vegetation plant.

The trench 100 may be formed in a stepwise manner as described above, or may be formed as a trench bottom 10 having a constant inclination as shown in FIG.

In addition, the ditch 100 can be formed even if the drain pipe needs to be higher than the river or the river and only a slight slope, that is, a slope to the extent that water can flow.

The ditch 100 can be variously changed depending on the shape of the river or the vicinity of the river, and can be constructed as a structure other than the concrete structure.

Although the preferred embodiments of the ecological ditch for purifying pollutants according to the present invention have been described above, the present invention is not limited thereto, and various modifications may be made within the scope of the claims, the specification and the accompanying drawings And is also within the scope of the present invention.

10: trench floor 11: ditch wall 12: dike
13: filter groove 14: perforation 15: inclined stepped jaw
21: filter medium type filter 31: vegetation 100: ditch
110: opening 120:

Claims

In a trench for allowing sewage or waste water flowing through a drain pipe to flow into a river or a river,
A ditch wall higher than the trough floor;
A filter groove installed on the bottom of the trench and fixing the filter medium and the filter medium filter for purifying the waste water contained in sewage or waste water;
A plurality of filter grooves are formed between the filter grooves,
Wherein the perforations are drilled to the ground so that vegetation plants are planted on the ground to remove pollutants contained in sewage or waste water.

The method according to claim 1,
Wherein the bottom of the trench is formed by staggering a plurality of dams to weaken the flow of sewage or waste water from the opening of the drain pipe.

The method according to claim 1,
Wherein the filter groove formed on the bottom of the trench is formed to have a height equal to the height of the filter medium filter so that the filter medium filter can be inserted only halfway.

The method according to claim 1 or 3,
Wherein a plurality of filter grooves formed on the bottom of the trench are formed in a zigzag form.

The method according to claim 1,
Wherein a tapered step is formed between the bottom of the trench and the filter medium inserted into the filter groove to filter out the clogged material and prevent it from flowing into the river or river.

The method according to claim 1 or 5,
Wherein the filtering medium filter is detachably attached to the filter groove and is made of stainless steel and has a net-like shape, and is filled in a range of 70 to 90% so that the spherical filter medium of the polypropylene can flow in the free space. Ecological ditch that cleanse.

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