KR100457730B1 - Water treatment method with plant - Google Patents
Water treatment method with plant Download PDFInfo
- Publication number
- KR100457730B1 KR100457730B1 KR10-2001-0005549A KR20010005549A KR100457730B1 KR 100457730 B1 KR100457730 B1 KR 100457730B1 KR 20010005549 A KR20010005549 A KR 20010005549A KR 100457730 B1 KR100457730 B1 KR 100457730B1
- Authority
- KR
- South Korea
- Prior art keywords
- water
- pipes
- river
- pipe
- purified
- Prior art date
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/04—Aerobic processes using trickle filters
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/10—Packings; Fillings; Grids
- C02F3/105—Characterized by the chemical composition
- C02F3/107—Inorganic materials, e.g. sand, silicates
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/007—Contaminated open waterways, rivers, lakes or ponds
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Microbiology (AREA)
- Biodiversity & Conservation Biology (AREA)
- Materials Engineering (AREA)
- Inorganic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- General Chemical & Material Sciences (AREA)
- Biotechnology (AREA)
- Botany (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Sewage (AREA)
- Water Treatment By Sorption (AREA)
Abstract
본 발명은 오염된 하천이나 호소의 수질개선을 위하여 하천의 제외지 또는 제내지에 설치되는 정수식물을 이용한 하천 정화 시스템에 관한 것이다.The present invention relates to a stream purification system using purified water plants installed in the exclusion or depletion of the stream for improving the water quality of the contaminated river or appeal.
본 발명에 따른 정수지식물을 이용한 하천 정화 시스템은 하천수를 집수하기 위한 1차 집수조(7)와, 1차 집수조(7)에서 협잡물이 제거된 하천수를 저장하는 2차 집수조(9)와, 상기 2차 집수조(9)에 연결되며 하천수에 포함된 미세부유물 등을 침전시키기 위한 침사조(11)와, 상기 침사조(11)를 거친 오수를 입수관(15)으로 분배하기 위한 균등조(13)와, 상기 입수관(15), 입수관(15)에서 갈라지는 다수의 분배관(17), 정화된 정화수를 포집하는 포집관(19) 및 배수관(21)을 포함하는 정화지(31)로 구성되는 것을 특징으로 한다.The stream purification system using the purified water plant according to the present invention includes a primary sump (7) for collecting river water, a secondary sump (9) for storing stream water from which contaminants have been removed from the primary sump (7), and the second A sedimentation tank (11) connected to the primary water collection tank (9) for sedimentation of fine flotation and the like contained in the river water, and an equalization tank (13) for distributing sewage through the sedimentation tank (11) to the inlet pipe (15). And, the inlet pipe 15, a plurality of distribution pipes 17 which are separated from the inlet pipe 15, consisting of a purifying paper 31 including a collecting pipe 19 and a drain pipe 21 for collecting the purified purified water. It is characterized by.
Description
본 발명은 산업장의 오·폐수 또는 생활하수로 인해 오염되는 하천이나 호소의 수질 개선을 위한 정수식물을 이용한 하천 정화 시스템에 관한 것으로서, 보다 상세하게는 부영양화의 원인물질 제거가 월등하며 저농도의 유기오염물 처리를 보다 효과적으로 처리할 수 있는, 하천의 제외지(둔치) 또는 제내지에 설치되는 정수식물을 이용한 하천 정화 시스템에 관한 것이다.The present invention relates to a stream purification system using purified plants for improving the water quality of streams or lakes contaminated by industrial wastes, wastewater or domestic sewage, and more specifically, the removal of the causative agents of eutrophication and low concentration of organic pollutants. The present invention relates to a river purification system using purified water plants installed in exclusion sites (ditches) or inner ponds of rivers, which can treat the treatment more effectively.
일반적으로 하천정화 처리는 자갈, 쇄석 또는 각종 여재로 충전된 접촉산화조 내에 하천수, 오수 등을 통과시켜 오염물의 침전, 흡착, 미생물의 의한 소화 등을 통하여 수질을 정화하는 방법으로, 오염된 하천수 또는 저농도(BOD 80mg/l 이하)의 오수처리를 위하여 사용되고 있다.In general, river purification is a method of purifying water quality through sedimentation, adsorption, and digestion of microorganisms by passing river water, sewage, etc. in a contact oxidation tank filled with gravel, crushed stone, or various media. It is used for sewage treatment at low concentrations (below 80 mg / l BOD).
그러나, 이러한 수질정화장치는 하천을 정화하기 위해 대단위 콘크리트 구축물을 조성해야 하고, 여름철 장마기간이나 강수량이 많을 경우 토사유출에 의해 매몰되거나 기질이 막히는 문제가 있고 부영양화의 원인인 질소, 인이 제거되지 않는 문제점이 있었다.However, these water purification devices need to build large concrete structures to purify the rivers, and in case of rainy season or heavy rainfall in summer, there is a problem of being buried or soiled by soil leakage, and nitrogen and phosphorus, which are the cause of eutrophication, are not removed. There was a problem.
따라서, 본 발명의 목적은, 상기와 같은 종래의 문제점을 극복하기 위해 안출된 것으로서, 별도로 대단위 콘크리트 구축물을 조성하지 않아도 되며, 여름철 장마기간이나 강수량이 많을 경우 토사유출에 의해 매몰되거나 기질이 막힘을 방지할 수 있도록 인공습지의 지표면하 흐름식(subsurface flow SF)을 이용해 유기오염물질 및 부영양화의 원인물질의 제거가 우수하며 시설 및 유지비가 저렴하고 완충능력과 여러 환경에 적용시킬 수 있는 자연친화적인 정수식물을 이용한 하천 정화시스템을 제공하는데 있다.Therefore, an object of the present invention is to devise to overcome the above-mentioned conventional problems, it is not necessary to create a large-scale concrete construction separately, when the rainy season during the summer or a lot of precipitation is buried by soil leakage or blockage substrate. The subsurface flow SF of artificial wetland is used to prevent the removal of organic pollutants and the causes of eutrophication. The facility and maintenance costs are low, and the buffering capacity and nature-friendly environment can be applied to various environments. To provide a river purification system using water plants.
상기와 같은 목적을 달성하기 위한 본 발명에 따른 정수식물을 이용한 하천 정화 시스템의 일례는 하천수를 집수하기 위한 1차 집수조와, 1차 집수조에서 협잡물이 제거된 하천수를 저장하는 2차 집수조와, 상기 2차 집수조에 연결되며 하천수에 포함된 토사 등을 침전시키기 위한 침사조와, 상기 침사조를 거친 오염된 하천수를 입수관으로 분배하기 위한 균등조와, 상기 입수관, 입수관에서 갈라지는 다수의 분배관, 정화된 정화수를 포집하는 포집관 및 배수관을 포함하는 정화지로 구성되는 것을 특징으로 한다.An example of a river purification system using purified water according to the present invention for achieving the above object is a primary sump for collecting river water, and a secondary sump for storing river water from which the contaminants are removed from the primary sump; A sedimentation tank connected to the secondary sump and settling the sediment contained in the river water, an equalization tank for distributing the contaminated river water that has passed through the sedimentation tank to the inlet pipe, a plurality of distribution pipes diverging from the inlet pipe and the inlet pipe, Characterized in that the purification paper including a collecting pipe and the drain pipe for collecting the purified purified water.
상기 정화지는 자갈층 사이에 다수의 분배관과 다수의 포집관이 교대로 배치되며, 상기 포집관에 연결되는 배수관이 양쪽 측부에 설치되고, 상기 배수관의 단부에 방류조가 설치되어 방류되는 정화수의 방류량을 조절하므로서 수위조절을 할 수 있는 것을 특징으로 한다.The clarifier has a plurality of distribution pipes and a plurality of collecting pipes are alternately disposed between the gravel layer, drain pipes connected to the collecting pipes are installed at both sides, and a discharge tank is installed at the end of the drain pipe to discharge the amount of purified water discharged. It is characterized by being able to adjust the water level by adjusting.
상기 분배관, 포집관 및 배수관은 유공관인 것을 특징으로 한다.The distribution pipe, the collection pipe and the drain pipe is characterized in that the perforated pipe.
상기 분배관은 포집관보다 높게 배치되는 것을 특징으로 한다.The distribution pipe is characterized in that it is disposed higher than the collection pipe.
상기 분배관과 포집관이 설치되는 곳에 자갈층이 형성되어 자갈층과 모래층이 교대로 배치되며, 상기 모래층에 점토층이 적층되고, 여기에 갈대 등과 같은 정수식물이 심겨지는 것을 특징으로 한다.The gravel layer is formed where the distribution pipe and the collection pipe is installed, the gravel layer and the sand layer are alternately arranged, the clay layer is laminated on the sand layer, characterized in that the plant is planted, such as reeds.
지반층의 오염을 방지하기 위해 방수 시트가 지반층을 커버하는 것을 특징으로 한다.In order to prevent contamination of the ground layer is characterized in that the waterproof sheet covers the ground layer.
이하 첨부도면을 참조하여 본 발명을 상세히 설명하기로 한다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.
도 1은 본 발명에 따른 정수식물을 이용한 하천 정화 시스템이 제외지에 배치되는 상태를 도시한 개략 단면도1 is a schematic cross-sectional view showing a state in which the stream purification system using purified water according to the present invention is disposed in the exclusion place
도 2는 본 발명에 따른 정수식물을 이용한 하천 정화 시스템을 도시한 평면도Figure 2 is a plan view showing a river purification system using water plants according to the present invention
도 3은 도 2의 A-A선에 다른 단면도3 is a cross-sectional view taken along the line A-A of FIG.
*도면의 주요 부분에 대한 간단한 부호설명** Brief description of the main parts of the drawing *
1 : 정수식물을 이용한 하천 정화 시스템 3 : 하천1: Stream purification system using purified plant 3: River
5 : 제외지 7 : 1차 집수조5: exclusion area 7: primary water tank
9 : 2차 집수조 11 : 침사조9: 2nd water tank 11: tide tank
13 : 균등조 15 : 입수관13: equalization tank 15: water supply pipe
17 : 분배관 19 : 포집관17: distribution pipe 19: collecting pipe
21 : 배수관 31 : 정화지21: drain pipe 31: septic paper
33 : 모래층 35 : 자갈층33: sand layer 35: gravel layer
37 : 점토층 39 : 정수식물37: clay layer 39: purified water plant
도 1을 참조하면, 본 발명에 따른 정수식물을 이용한 하천 정화 시스템(1)은 하천(3)에 근접한 제외지(5) 또는 제내지에 설치되며, 하천수를 집수하기 위한 1차 집수조(7)와, 1차 집수조(7)에서 협잡물이 제거된 하천수를 저장하는 2차 집수조(9)와, 상기 2차 집수조(9)에 연결되며 하천수에 포함된 토사 등을 침전시키기 위한 침사조(11)와, 상기 침사조(11)를 거친 오수를 입수관(15)으로 분배하기 위한 균등조(13)와, 상기 입수관(15), 입수관(15)에서 갈라지는 다수의 분배관(17), 정화된 정화수를 포집하는 포집관(19) 및 배수관(21)을 포함하는 정화지(31)로 구성된다.Referring to Figure 1, the stream purification system 1 using the purified water according to the present invention is installed in the exclusion pond (5) or jejiji adjacent to the river (3), the primary water tank (7) for collecting the river water And, the secondary water tank (9) for storing the river water from which the contaminants have been removed from the primary water tank (7), and the sedimentation tank (11) connected to the secondary water tank (9) for sedimentation, etc. contained in the river water And, the equalization tank 13 for distributing the sewage through the sedimentation tank 11 to the inlet pipe 15, and the plurality of distribution pipes 17 which are separated from the inlet pipe 15, the inlet pipe 15, It consists of the purification paper 31 containing the collection pipe 19 and the drain pipe 21 which collect the purified purification water.
도 2를 참조하면, 상기 정화지(31)는 모래층(33) 사이에 분배관(17a, 17b, 17c)과 포집관(19a, 19b, 19c, 19d)이 교대로 배치되며, 상기 포집관(19a, 19b, 19c, 19d)에 연결되는 배수관(21a, 21b)이 일정한 유격울 두어 측부에 설치되고, 상기 배수관(21a, 21b)의 단부에 방류조(23a, 23b)가 설치되어 방류되는 정화수의 방류량을 조절하므로서 수위조절을 할 수 있다.Referring to FIG. 2, in the clarifier 31, distribution pipes 17a, 17b, and 17c and collection pipes 19a, 19b, 19c, and 19d are alternately disposed between the sand layers 33. The purified water discharged by the discharge pipes 21a and 21b connected to 19a, 19b, 19c, and 19d is provided in a side with a predetermined clearance, and the discharge tanks 23a and 23b are installed in the end of the said discharge pipes 21a and 21b. The water level can be controlled by adjusting the discharge amount of
상기 분배관(17a, 17b, 17c), 포집관(19a, 19b, 19c, 19d) 및 배수관(21a, 21b)은 유공관으로 원주면을 따라 형성된 구멍(도시하지 않음)을 통해 물이 배출되거나 유입된다. 또한, 분배관(17a, 17b, 17c)은 포집관(19a, 19b, 19c, 19d)보다 높게 배치된다.The distribution pipes 17a, 17b, and 17c, the collection pipes 19a, 19b, 19c, and 19d and the drainage pipes 21a and 21b are oil pipes, and water is discharged or introduced through holes (not shown) formed along the circumferential surface thereof. do. In addition, the distribution pipes 17a, 17b, and 17c are arranged higher than the collection pipes 19a, 19b, 19c, and 19d.
도 2에 도시된 상기 분배관(17a, 17b, 17c)과 포집관(19a, 19b, 19c, 19d)의 수는 설명의 간략화를 위해 단지 몇 개만이 도시되어 있으나, 정수식물을 이용한 하천 정화 시스템(1)의 용량에 따라 그 갯수를 달리할 수 있다.The number of the distribution pipes 17a, 17b, 17c and the collection pipes 19a, 19b, 19c, and 19d shown in FIG. 2 is shown only for the sake of simplicity, but the stream purification system using purified plants The number may vary depending on the capacity of (1).
도 3에 도시된 바와같이, 본 발명의 정수식물을 이용한 하천 정화 시스템(1)은 분배관(17a, 17b, 17c)과 포집관(19a, 19b, 19c, 19d)이 설치되는 곳에 자갈층(35)이 형성되어 자갈층(35)과 모래층(33)이 교대로 배치되며, 상기 모래층(33)과 자갈층에 점토층(37)이 적층되고, 여기에 갈대류 등과 같은 정수식물(39)이 심겨진다.As shown in FIG. 3, the stream purification system 1 using the purified water plant of the present invention has a gravel layer 35 where distribution pipes 17a, 17b, and 17c and collection pipes 19a, 19b, 19c, and 19d are installed. ), The gravel layer 35 and the sand layer 33 are alternately arranged, and the clay layer 37 is stacked on the sand layer 33 and the gravel layer, and a plant 39, such as reed, is planted therein.
또한, 본 발명의 정수식물을 이용한 하천 정화 시스템(1)은 지반의 오염을 방지하기 위해 방수 시트(41)가 지반 위에 포장된다.In addition, in the river purification system 1 using the purified water plant of the present invention, the waterproof sheet 41 is packaged on the ground to prevent soil contamination.
상기 모래층(33)을 이루는 모래 입자는 1∼5mm이고, 자갈층(35)을 이루는 자갈의 크기는 20∼50mm이다.Sand particles constituting the sand layer 33 is 1 to 5mm, the size of the gravel constituting the gravel layer 35 is 20 to 50mm.
상기와 같이 구성된 본 발명에 따른 정수식물을 이용한 하천 정화 시스템(1)은 다음과 같이 작동한다.The stream purification system 1 using the purified plant according to the present invention configured as described above operates as follows.
1차 집수조(7)에서 하천으로부터 하천수를 집수하며 협잡물을 제거하여 2차 집수조(9)로 하천수를 수송하고, 2차 집수조(9)에 상기 2차 집수조(9)에 연결된 침사조(11)에서 하천수에 포함된 토사 등을 침전시켜 토사가 정화지(31)로 유입되는 것을 방지하며, 균등조(13) 및 입수관(15)을 통해 하천수가 분배관(17a, 17b, 17c)으로 유입되고, 상기 분배관(17a, 17b, 17c)에 형성된 구멍을 통해 하천수가 배출되며, 모래층(33)에서 하천수를 여과하는 동시에 정수식물(39) 및 미생물이 유기물질을 분해 및 부영양화의 원인물질을 제거하여 하천수를 정화한다. 이와같이 정화된 정화수는 포집관(19)을 통해 포집되며, 배수관(21a, 21b)을 통해 방류조(23a, 23b)로 유입되며, 방류조(23a, 23b)에서 정화수의 방류량을 조절하므로서 수위조절을 한다.Collecting the river water from the stream in the primary water tank (7) to remove the contaminants to transport the river water to the secondary water tank (9), the sedimentation tank (11) connected to the secondary water tank (9) to the secondary water tank (9) Sediment, etc. contained in the river water to prevent the soil from entering the clarification (31), the river water flows into the distribution pipe (17a, 17b, 17c) through the equalization tank 13 and the inlet pipe (15) The stream water is discharged through the holes formed in the distribution pipes 17a, 17b, and 17c, and the river water is filtered from the sand layer 33, and the purified plant 39 and the microorganism decompose organic substances and cause the eutrophication. Purify the river water by removing it. Purified water purified in this way is collected through the collection pipe 19, flows into the discharge tanks (23a, 23b) through the drain pipes (21a, 21b), the water level control by adjusting the discharge amount of the purified water in the discharge tanks (23a, 23b) Do it.
상기와 같은 본 발명에 따른 정수식물을 이용한 하천 정화 시스템은 대단위 콘크리트 구축물을 조성하지 않아도 되기 때문에 설비 및 유지 관리비가 적게 들며, 여름철 장마기간이나 강수량이 많을 경우에도 토사에 의해 매몰되거나 기질이 막히지 않고, 정수식물 정화법을 이용하기 때문에 자연친화적인 효과가 있다.The stream purification system using the purified water according to the present invention as described above does not need to create a large-scale concrete construction, so the equipment and maintenance costs are low, even when the rainy season or precipitation during the summer season is not buried or soiled by soil. In addition, it has a natural effect because it uses purified water purification method.
위에서 설명한 본 발명에 따른 정수식물을 이용한 하천 정화 시스템의 실시예는 본 발명의 사상을 설명하기 위한 것으로 본 발명은 여기에 한정되지 않으며, 이 분야 기술을 가진 자라면 본 발명의 청구범위에 벗어남없이 변형할 수 있을 것이다.An embodiment of the stream purification system using the purified water according to the present invention described above is for explaining the spirit of the present invention is not limited thereto, and those skilled in the art without departing from the claims of the present invention It can be transformed.
Claims (6)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR10-2001-0005549A KR100457730B1 (en) | 2001-02-06 | 2001-02-06 | Water treatment method with plant |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR10-2001-0005549A KR100457730B1 (en) | 2001-02-06 | 2001-02-06 | Water treatment method with plant |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR2020010002763U Division KR200244259Y1 (en) | 2001-02-06 | 2001-02-06 | Water furifier of river using purificatory plant |
Publications (2)
Publication Number | Publication Date |
---|---|
KR20020065163A KR20020065163A (en) | 2002-08-13 |
KR100457730B1 true KR100457730B1 (en) | 2004-11-20 |
Family
ID=27693392
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR10-2001-0005549A KR100457730B1 (en) | 2001-02-06 | 2001-02-06 | Water treatment method with plant |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR100457730B1 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100463062B1 (en) * | 2001-02-06 | 2004-12-29 | (주) 상원이엔씨 | Water treatment method with plant |
KR20030044164A (en) * | 2001-11-29 | 2003-06-09 | 김성호 | Manufacturing method of sun-dried salt excluding poisonous substance |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05104085A (en) * | 1991-10-21 | 1993-04-27 | Ohbayashi Corp | Purifying treatment of waste water |
JPH1015586A (en) * | 1996-07-08 | 1998-01-20 | Asuka Kisen Kk | Water purifying method |
JPH11309483A (en) * | 1998-04-28 | 1999-11-09 | Pub Works Res Inst Ministry Of Constr | Water purifying method using wetland in combination |
JP2000005777A (en) * | 1998-06-19 | 2000-01-11 | Fujita Corp | Artificial marsh for water treatment |
KR20010025498A (en) * | 2000-12-30 | 2001-04-06 | 김해근 | Artifical Pond |
KR20020065166A (en) * | 2001-02-06 | 2002-08-13 | (주) 상원이엔씨 | Water furifier of river using purificatory plant |
-
2001
- 2001-02-06 KR KR10-2001-0005549A patent/KR100457730B1/en not_active IP Right Cessation
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05104085A (en) * | 1991-10-21 | 1993-04-27 | Ohbayashi Corp | Purifying treatment of waste water |
JPH1015586A (en) * | 1996-07-08 | 1998-01-20 | Asuka Kisen Kk | Water purifying method |
JPH11309483A (en) * | 1998-04-28 | 1999-11-09 | Pub Works Res Inst Ministry Of Constr | Water purifying method using wetland in combination |
JP2000005777A (en) * | 1998-06-19 | 2000-01-11 | Fujita Corp | Artificial marsh for water treatment |
KR20010025498A (en) * | 2000-12-30 | 2001-04-06 | 김해근 | Artifical Pond |
KR20020065166A (en) * | 2001-02-06 | 2002-08-13 | (주) 상원이엔씨 | Water furifier of river using purificatory plant |
Also Published As
Publication number | Publication date |
---|---|
KR20020065163A (en) | 2002-08-13 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR100706269B1 (en) | A contaminant purification apparatuss of non-point sources by the early-stage storm runoff | |
KR100787149B1 (en) | Construction of artificial wetland for wastewater treatment | |
KR100891656B1 (en) | Water way type artificality marsh and building method thereof | |
KR100648794B1 (en) | The Method and Device to Treat Rivers and Lakes through the Combination of Upflow Contact/Filtration Facility and Artificial Wetland with Rolls/Mats to Grow Vegetation | |
KR200452222Y1 (en) | Non-point pollution natural purification system | |
KR100897258B1 (en) | Draining unit for purifying the non-point pollution source in rainwater | |
KR101815246B1 (en) | High efficiency composite wetland system | |
KR20020024369A (en) | System of the purification river water with biological contact oxidation type to install on any natural river banks and water sides | |
KR100958326B1 (en) | Apparatus for treatment of first flush rainfall using osmosis and vegetation | |
KR101003477B1 (en) | Apparatus for treating rainwater | |
KR101113989B1 (en) | Apparatus of reducing non-point pollution material in rainwater using module form side filtering type | |
KR100437075B1 (en) | the purificate method of a rainwater in an underflow pond and that equipments | |
KR101186604B1 (en) | Non-point source contaminant treatment apparatus using activated-bio carrier | |
FI97128C (en) | water treatment plant | |
KR100624556B1 (en) | Way and device to purify water of rivers, lake, runoff flow by using a combination of module style wetland infrastructure and contact oxidation·filtration facilities | |
CN111392964B (en) | Method and device for treating sewage of rain and sewage combined pump station | |
KR100810556B1 (en) | Water treatment equipment for purifying the polluted water including the storm water runoff using soil and vegetation | |
KR100457730B1 (en) | Water treatment method with plant | |
CN111139784A (en) | Point source pollution enhanced retention and purification artificial wetland system at lake inlet and lake outlet | |
KR200244259Y1 (en) | Water furifier of river using purificatory plant | |
KR100463062B1 (en) | Water treatment method with plant | |
CN212025108U (en) | Integrated ditch sewage treatment device | |
KR200244260Y1 (en) | Water furifier of river using purificatory plant | |
KR200287647Y1 (en) | the purificate equipments of a rainwater in an underflow pond | |
KR200359724Y1 (en) | Treatment system of incipient rainwater with pollutant |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
E902 | Notification of reason for refusal | ||
AMND | Amendment | ||
E601 | Decision to refuse application | ||
AMND | Amendment | ||
J201 | Request for trial against refusal decision | ||
E902 | Notification of reason for refusal | ||
B701 | Decision to grant | ||
GRNT | Written decision to grant | ||
FPAY | Annual fee payment |
Payment date: 20091109 Year of fee payment: 6 |
|
LAPS | Lapse due to unpaid annual fee |