WO2011010836A2 - Vertical current-switching device for water-treatment channels - Google Patents

Vertical current-switching device for water-treatment channels Download PDF

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Publication number
WO2011010836A2
WO2011010836A2 PCT/KR2010/004658 KR2010004658W WO2011010836A2 WO 2011010836 A2 WO2011010836 A2 WO 2011010836A2 KR 2010004658 W KR2010004658 W KR 2010004658W WO 2011010836 A2 WO2011010836 A2 WO 2011010836A2
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water
channel
treatment
channels
inclined transverse
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PCT/KR2010/004658
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French (fr)
Korean (ko)
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WO2011010836A3 (en
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이상재
이동수
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주식회사 동하
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Priority to CN201080031408.5A priority Critical patent/CN102482857B/en
Publication of WO2011010836A2 publication Critical patent/WO2011010836A2/en
Publication of WO2011010836A3 publication Critical patent/WO2011010836A3/en

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B1/00Equipment or apparatus for, or methods of, general hydraulic engineering, e.g. protection of constructions against ice-strains
    • E02B1/003Mechanically induced gas or liquid streams in seas, lakes or water-courses for forming weirs or breakwaters; making or keeping water surfaces free from ice, aerating or circulating water, e.g. screens of air-bubbles against sludge formation or salt water entry, pump-assisted water circulation
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B8/00Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • E02B8/02Sediment base gates; Sand sluices; Structures for retaining arresting waterborne material
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/02Stream regulation, e.g. breaking up subaqueous rock, cleaning the beds of waterways, directing the water flow
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B5/00Artificial water canals, e.g. irrigation canals
    • E02B5/08Details, e.g. gates, screens
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/02Arrangement of sewer pipe-lines or pipe-line systems

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Health & Medical Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Treatment Of Water By Ion Exchange (AREA)
  • Barrages (AREA)
  • Sewage (AREA)

Abstract

The present invention relates to a vertical current-switching device for water-treatment channels such as artificial wetlands, reaction tanks which take the form of water-treatment channels, water channels which provide connections between water-treatment facilities, and ecological channels; the vertical current-switching device being devised so as to be able to exchange the treatment water flow in an upper part and the treatment water flow in a lower part of the water channel, not only without a separate bypass channel but also without any pressurizing or water pumping facility; wherein the upper part and the lower part of the water channel each comprise a pair of inclined transverse plates which are provided transverse to the water channel at a predetermined incline and are provided symmetrically to each other about their mutual central line, and a pair of triangular flat plates connecting the lower edge of the upper inclined transverse plate and the upper edge of the lower inclined transverse plate. The present invention allows straightforward and rapid construction of vertical current-switching water channels and hence makes it possible to obtain the advantageous effect that water-treatment efficiency is improved by employing the unpowered vertical current-switching water channel in water-treatment facilities of diverse types.

Description

수처리 수로용 상하 교류 장치Vertical flow device for water treatment channel
본 발명은 인공습지, 수처리용 수로형 반응조, 수처리 시설간 연결수로 및 생태수로 등의 수처리 수로에 있어서, 수로 상층부의 처리수 흐름과 하층부의 처리수 흐름을 별도의 우회수로는 물론 가압 또는 양수시설 없이 교체할 수 있도록 한 상하 교류 장치에 관한 것으로, 각각 수로의 상부와 하부에서 수로를 소정의 경사로 횡단하되 수로 중심선을 기준으로 서로 대칭으로 설치되는 한 쌍의 경사횡단판과, 상측의 경사횡단판 하단과 하측의 경사횡단판 상단을 연결하는 한 쌍의 삼각평판으로 구성되어 신속하고 간편한 시공이 가능하도록 한 것이다.According to the present invention, in a water treatment channel such as an artificial wetland, a water treatment channel type reactor, a connection channel between water treatment facilities, and an ecological channel, the treated water flow in the upper portion of the water channel and the treated water flow in the lower layer are, of course, pressurized or separated. An upper and lower alternating current device that can be replaced without a pumping system. A pair of inclined transverse plates, which are installed symmetrically with respect to the center line of the channel at the top and the bottom of the channel, respectively, and are symmetrically installed on each other. Consists of a pair of triangular flat plate connecting the bottom of the cross plate and the top of the lower inclined cross section plate to enable quick and easy construction.
인공습지, 생태수로를 이용한 생태학적 처리 및 생화학적 고도처리 등의 수처리 기법에 있어서, 각 단계별 습지 또는 반응조를 연결하는 연결수로나 회분식 처리조와 같은 수로형 처리조 그리고 수생식물이 식재되거나 미생물이 접종된 생태수로에 있어서 수로 상층부의 처리수 흐름과 하층부의 처리수 흐름을 상호, 교체함으로써 수처리 효율을 제고할 수 있다.In water treatment techniques such as artificial wetland, ecological treatment using ecological waterway, and advanced biochemical treatment, waterway-type treatment tanks such as connecting waterways or reactors for each stage of wetland or reactor, and aquatic plants are planted or microorganisms are inoculated. In this ecological waterway, the treatment water flow in the upper part of the water channel and the treatment water flow in the lower layer can be replaced with each other to improve the water treatment efficiency.
이러한 수로 상, 하 흐름의 교류(交流) 작용은 점진적인 교반을 통한 미생물 및 오염물 분포의 균질화 효과와, 상층부의 호기성 환경과 하층부의 준 혐기성 환경을 상호 교체함으로써 영양염류 제거 효율을 상승시키는 등 다양한 수처리 성능 개선 효과를 발현하게 된다.This flow of the upper and lower flows of the water channel is a variety of water treatment such as homogenizing effect of the distribution of microorganisms and contaminants through gradual agitation and increasing the nutrient removal efficiency by exchanging the aerobic environment in the upper layer and the sub-anaerobic environment in the lower layer. The performance improvement effect will be expressed.
수로 상, 하층 흐름의 상호 교류는 기본적으로 수로의 상, 하 분류, 양수 및 우회 수로를 통한 이송 등의 수단을 통하여 수행할 수 있으나, 이는 복잡한 부속 장치 및 시설을 필요로 할 뿐 아니라, 양수를 위한 동력을 필요로 하는 바, 도 1 및 도 2에서와 같은 무동력 상하 교류형 수로(10)가 개발되어 별도의 우회수로나 양수수단 없이도 수로(10)내 상층부 흐름과 하층부 흐름을 효과적으로 교환할 수 있게 되었다.Interchange of the upper and lower flows of the channel can be basically carried out by means of the upper and lower sorting of the channel, and transfer through the pump and bypass channel, but this requires complicated attachments and facilities, The need for power, bar power up and down AC channel 10 as shown in Figures 1 and 2 has been developed to effectively exchange the upper and lower flow in the channel 10 without a separate bypass or pumping means It became.
도 1 및 도 2에서와 같은 종래의 교류형 수로(10)는 수로(10) 내부에 중심선을 축으로 180도 꼬인 판체인 흐름변경판(11)이 설치되어 수로(10)의 총 흐름 단면을 유지한 상태에서, 수로(10) 상층의 흐름과 하층의 흐름이 상호 교체된다.In the conventional AC channel 10 as shown in FIGS. 1 and 2, the flow alteration plate 11, which is a plate body twisted 180 degrees around a center line, is installed inside the channel 10 to provide a total flow cross section of the channel 10. In the maintained state, the flow of the upper layer and the lower layer of the channel 10 are interchanged.
도 1 및 도 2에서와 같이 흐름변경판(11)이 적용된 종래의 상하 교류형 수로(10)는 수로(10)의 폭보다 큰 폭을 가지는 판재에 꼬임을 형성한 후, 정밀하게 절단하여 수로(10) 내측에 정확하게 접합하여야 하는 바, 시공이 매우 복잡할 뿐 아니라, 대규모 시설의 경우 사실상 적용이 불가능한 문제점이 있었다.As shown in FIGS. 1 and 2, the conventional vertical flow channel 10 to which the flow change plate 11 is applied has a twist formed on a plate having a width greater than that of the channel 10, and then precisely cuts the channel. (10) To be precisely bonded to the inside, not only the construction is very complicated, but in the case of large-scale facilities, there was a problem that is practically impossible to apply.
본 발명은 전술한 문제점을 감안하여 창안한 것으로, 수처리용 수로(10) 상층부의 처리수 흐름과 하층부의 처리수 흐름을 교체하는 상하 교류 장치에 있어서, 각각 수로(10)의 상부와 하부에서 수로(10)를 비스듬하게 횡단하되 수로(10) 중심선을 기준으로 서로 대칭으로 설치되는 한 쌍의 경사횡단판(21)과, 상측의 경사횡단판(21) 하단과 하측의 경사횡단판(21) 상단을 연결하는 한 쌍의 삼각평판(22a)으로 이루어짐을 특징으로 하는 수처리 수로용 상하 교류 장치이다.SUMMARY OF THE INVENTION The present invention has been made in view of the above-described problems, and in the upper and lower alternating current devices for replacing the treated water flow in the upper layer and the treated water flow in the lower layer, each of the upper and lower portions of the channel 10 in the water treatment channel 10 A pair of inclined transverse plates 21 arranged diagonally across (10) but symmetrically with respect to the center line of the waterway 10, and the lower inclined transverse plates 21 at the lower side and the lower inclined transverse plates 21 at the lower side. It is an up and down alternating current device for water treatment waterway, characterized in that consisting of a pair of triangular flat plate (22a) connecting the top.
또한, 5면이 모두 개방된 삼각기둥 형태의 다수의 프레임모듈(23)과, 이들 프레임모듈(23)의 면에 부착되는 삼각평판(22b) 및 벽판(24)으로 이루어짐을 특징으로 하는 수처리 수로용 상하 교류 장치이다.In addition, a water treatment channel comprising a plurality of frame modules 23 having a triangular prism shape in which all five surfaces are open, and a triangular flat plate 22b and a wall plate 24 attached to the surfaces of the frame modules 23. It is a top and bottom AC device.
본 발명을 통하여, 상하 교류형 수로의 간편하고 신속한 시공이 가능하며, 이로써 무동력 상하 교류형 수로를 다양한 방식의 수처리 시설에 적용함으로써 수처리 효율을 제고하는 효과를 얻을 수 있다.Through the present invention, a simple and quick construction of the up and down alternating current channel is possible, and thus the effect of improving the water treatment efficiency by applying the non-powered up and down alternating water channel to various types of water treatment facilities.
도 1은 종래의 교류형 수로 종단면도1 is a longitudinal cross-sectional view of a conventional AC channel
도 2는 종래의 교류형 수로 사시도2 is a perspective view of a conventional AC channel
도 3은 본 발명의 일 실시예 사시도3 is a perspective view of an embodiment of the present invention
도 4는 도 3 실시예의 배면 사시도4 is a rear perspective view of the embodiment of FIG.
도 5는 도 3 실시예의 부분절단 사시도5 is a partially cutaway perspective view of the embodiment of FIG.
도 6은 본 발명의 조립형 실시예 사시도6 is a perspective view of a prefabricated embodiment of the present invention
도 7은 도 6 실시예의 분해사시도7 is an exploded perspective view of the embodiment of FIG.
도 8은 프레임모듈이 적용된 본 발명의 일 실시예 설치상태 사시도8 is a perspective view showing an embodiment of the present invention to which the frame module is applied
도 9는 도 8 실시예의 분해사시도9 is an exploded perspective view of the FIG. 8 embodiment;
도 10은 본 발명의 프레임모듈 부분절단 사시도10 is a perspective view of a partially cut frame module of the present invention
도 11은 본 발명 프레임모듈의 판체 결합방식 설명도11 is an explanatory view of the plate coupling method of the present invention frame module
도 12는 본 발명 프레임모듈의 확장 및 적층방식 설명도12 is an explanatory diagram of the expansion and stacking method of the present invention frame module
<도면의 주요부분에 대한 부호설명><Code Description of Main Parts of Drawing>
10 : 수로10: waterway
11 : 흐름변경판11: flow change version
21 : 경사횡단판21: inclined cross section
22 : 삼각평판22: triangular plate
23 : 프레임모듈(frame module)23: frame module
24 : 벽판24: wallboard
본 발명의 상세한 구성을 첨부된 도면을 통하여 설명하면 다음과 같다.The detailed configuration of the present invention through the accompanying drawings as follows.
우선 도 3은 본 발명의 대표적인 실시예를 도시한 사시도이며, 도 4는 동 실시예의 배면 사시도로서, 동 도면을 통하여 알 수 있는 바와 같이 본 발명은 각각 수로(10)의 상부와 하부에서 수로(10)를 비스듬하게 횡단하되 수로(10) 중심선을 기준으로 서로 대칭으로 설치되는 한 쌍의 경사횡단판(21)과, 이들 상측의 경사횡단판(21) 하단과 하측의 경사횡단판(21) 상단을 연결하는 한 쌍의 삼각평판(22a)으로 구성된다.First, Figure 3 is a perspective view showing a representative embodiment of the present invention, Figure 4 is a rear perspective view of the embodiment, as can be seen through the drawings the present invention is a waterway (top and bottom of the channel 10, respectively) 10) obliquely traversed 10, but a pair of inclined transverse plate 21 which is installed symmetrically with respect to the center line center line, and the lower inclined transverse plate 21 of the upper side and the inclined transverse plate 21 of the lower side It consists of a pair of triangular flat plate 22a connecting the top.
즉, 평면상 수로(10)를 대각선으로 횡단하는 상측 경사횡단판(21)과 하측 경사횡단판(21)이 설치되되, 하측 경사횡단판(21)의 하단은 수로(10) 저면에 접하고 상측 경사횡단판(21)의 상단은 수로(10) 상단부에 위치하며, 하측 경사횡단판(21)의 상단 중심부에 상측 경사횡단판(21)의 하단 중심부가 위치하여, 동일한 형태의 판체 한쌍을 X자로 포개어 놓은 구조를 가지는 것이다.That is, the upper inclined transverse plate 21 and the lower inclined transverse plate 21 are installed diagonally across the planar channel 10, the lower end of the lower inclined transverse plate 21 is in contact with the bottom surface of the channel 10, the upper side The upper end of the inclined transverse plate 21 is located at the upper end of the waterway 10, the lower center of the upper inclined transverse plate 21 is located at the upper center of the lower inclined transverse plate 21, X pair of plates of the same shape It has a structure stacked on it.
또한, 상측의 경사횡단판(21) 하단과 하측의 경사횡단판(21) 상단을 수평으로 연결하는 한 쌍의 삼각평판(22a)은 각각 이등변삼각형으로서 길이가 같은 두 변은 각각 상측 경사횡단판(21)의 하단과 하측 경사횡단판(21)의 상단에 접합되고 나머지 한 변은 수로(10)를 횡단하게 되어, 상, 하 경사횡단판(21)의 교점을 중심으로 서로 대칭된다.In addition, the pair of triangular flat plates 22a connecting horizontally between the lower end of the upper inclined transverse plate 21 and the upper side of the lower inclined transverse plate 21 is an isosceles triangle, and the two sides having the same length are respectively the upper inclined transverse plate. The lower end of 21 is joined to the upper end of the lower inclined transverse plate 21 and the other side crosses the channel 10 so as to be symmetrical with respect to the intersection of the upper and lower inclined transverse plates 21.
이러한 구조를 가지는 본 발명의 상하 교류 장치에 의하여 도 5에서와 같이, 처리수가 수로(10)를 통과하는 과정에서 상측의 흐름과 하측의 흐름이 서로 교체된다.By the upper and lower alternating current device of the present invention having such a structure, as shown in Figure 5, the flow of the upper side and the lower side of the flow in the process of passing through the water channel (10) is interchanged.
도 6 및 도 7은 경사횡단판(21) 및 삼각평판(22a)을 콘크리트로 구성하지 않고 강철제 또는 합성수지제 판체로 구성된 기성품으로 제작하여 수로(10)에 조립하는 실시예를 도시한 것으로, 동 도면을 통하여 알 수 있는 바와 같이, 2종의 부품만으로 신속한 조립이 가능하다.6 and 7 illustrate an embodiment in which the inclined transverse plate 21 and the triangular flat plate 22a are made of a ready-made product made of steel or synthetic resin plate instead of concrete, and assembled to the water channel 10. As can be seen from the figure, it is possible to quickly assemble with only two types of parts.
즉, 동일한 형태의 경사횡단판(21)을 뒤집어 설치하는 방식으로 상측 및 하측 경사횡단판(21)을 모두 설치할 수 있을 뿐 아니라, 삼각평판(22a) 또한 동일한 부품을 뒤집는 방식으로 수로(10) 상류측 및 하류측에 모두 적용할 수 있는 것이다.That is, not only the upper and lower inclined transverse plates 21 may be installed in a manner in which the inclined transverse plates 21 of the same type are turned upside down, but the triangular flat plate 22a also inverts the same components in the channel 10. It can be applied to both upstream and downstream sides.
한편, 도 8 내지 도 12는 삼각기둥 형태의 프레임모듈(23)과 이 프레임모듈(23)에 부착되는 삼각평판(22b) 및 벽판(24)을 통하여 상하 교류 장치를 구성하는 실시예로서, 동일한 형태의 프레임모듈(23)을 배열 및 적층하는 간단한 공정만으로 구조적으로도 견고한 상하 교류 장치를 신속하게 시공할 수 있도록 한 것이다.Meanwhile, FIGS. 8 to 12 show an example of configuring an upper and lower alternating current device through a triangular prism-shaped frame module 23 and a triangular flat plate 22b and a wall plate 24 attached to the frame module 23. Only a simple process of arranging and stacking the frame module 23 of the form is to enable a quick construction of a structurally robust up and down AC device.
즉, 도 8 및 도 9에서와 같이, 5면이 모두 개방된 삼각기둥 형태의 프레임모듈(23) 4개를 조합하고 이들 프레임모듈(23)의 상면 또는 측면에 삼각평판(22b) 또는 벽판(24)을 선택적으로 부착함으로써, 도 3 내지 도 7 실시예의 경사횡단판(21) 및 삼각평판(22a)과 동일한 수리(水理) 구조물을 구성하는 것이다.That is, as shown in FIGS. 8 and 9, four frame modules 23 having a triangular prism shape in which all five surfaces are opened are combined, and a triangular flat plate 22b or a wall plate ( By selectively attaching 24, the same hydraulic structure as that of the inclined transverse plate 21 and the triangular plate 22a of the embodiment of FIGS. 3 to 7 is constructed.
도시된 실시예에 적용된 프레임모듈(23)은 도 10에서와 같이 정삼각기둥 형태를 가지는 바, 도 11에서와 같이 동일한 형태의 직사각형 벽판(24)을 측방 3면에 부착할 수 있으며 정삼각형 형태의 삼각평판(22b)을 상면 및 하면에 부착할 수 있어, 동일한 프레임모듈(23)을 회전, 배열 및 적층함으로써 도 8에서와 같은 상하 교류 장치를 신속하고 견고하게 시공할 수 있다.The frame module 23 applied to the illustrated embodiment has an equilateral triangular prism shape as shown in FIG. 10. As shown in FIG. The flat plate 22b can be attached to the upper and lower surfaces, and by rotating, arranging, and laminating the same frame module 23, the upper and lower alternating current devices as shown in FIG. 8 can be quickly and firmly constructed.
이와같은 삼각기둥형 프레임모듈(23)은 단순하게 신속한 시공 뿐 아니라, 도 12에서와 같이 다수의 프레임모듈(23)을 조합함으로써 대형 수로(10)에도 적용이 가능하며, 기존 일반 수로에 본 발명의 프레임모듈(23)을 적용함으로써 일반 수로를 상하 교류형 수로(10)로 변경하여 운용하는 것이 가능하다.Such a triangular prism frame module 23 can be applied to a large waterway 10 by combining a plurality of frame modules 23 as well as a simple construction, as shown in FIG. By applying the frame module 23 of the general can be changed to the upper and lower alternating channel 10 can be operated.

Claims (2)

  1. 수처리용 수로(10) 상층부의 처리수 흐름과 하층부의 처리수 흐름을 교체하는 상하 교류 장치에 있어서,In the up-and-down AC device for replacing the flow of the treated water in the upper layer and the treated water in the lower layer of the water treatment channel 10,
    각각 수로(10)의 상부와 하부에서 수로(10)를 비스듬하게 횡단하되 수로(10) 중심선을 기준으로 서로 대칭으로 설치되는 한 쌍의 경사횡단판(21)과;A pair of inclined transverse plates 21 which cross the channel 10 at an upper portion and a lower portion of the channel 10 and are symmetrically installed with respect to the center line of the channel 10;
    상측의 경사횡단판(21) 하단과 하측의 경사횡단판(21) 상단을 연결하는 한 쌍의 삼각평판(22a)으로 이루어짐을 특징으로 하는 수처리 수로용 상하 교류 장치.The upper and lower alternating current exchange device for water treatment channel, characterized in that it consists of a pair of triangular flat plate (22a) connecting the lower end of the inclined transverse plate 21 and the upper side of the lower inclined transverse plate (21).
  2. 수처리용 수로(10) 상층부의 처리수 흐름과 하층부의 처리수 흐름을 교체하는 상하 교류 장치에 있어서,In the up-and-down AC device for replacing the flow of the treated water in the upper layer and the treated water in the lower layer of the water treatment channel 10,
    5면이 모두 개방된 삼각기둥 형태의 다수의 프레임모듈(23)과;A plurality of frame modules 23 having a triangular prism shape in which all five surfaces are open;
    이들 프레임모듈(23)의 면에 부착되는 삼각평판(22b) 및 벽판(24)으로 이루어짐을 특징으로 하는 수처리 수로용 상하 교류 장치.Up and down alternating current device for a water treatment channel, characterized in that consisting of a triangular flat plate (22b) and a wall plate (24) attached to the surface of the frame module (23).
PCT/KR2010/004658 2009-07-20 2010-07-17 Vertical current-switching device for water-treatment channels WO2011010836A2 (en)

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005218970A (en) * 2004-02-05 2005-08-18 Fuji Koatsu Concrete Kk Water purification channel system
KR20050093597A (en) * 2004-03-20 2005-09-23 한국과학기술연구원 Waterway-type artificial wetland in no need of power and method of construction for natural purification of stream water using thereit
KR100891656B1 (en) * 2007-06-19 2009-04-03 이미경 Water way type artificality marsh and building method thereof

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1037748C (en) * 1992-06-01 1998-03-18 吉林市自来水公司 Side-stream inclined plate sink-float solid-liquid separation method and its equipment
JP3324664B2 (en) * 1993-07-30 2002-09-17 隆 浅枝 Method of forming artificial upflow
CN101412562A (en) * 2007-10-15 2009-04-22 赵峰 Multidirectional baffling filler

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005218970A (en) * 2004-02-05 2005-08-18 Fuji Koatsu Concrete Kk Water purification channel system
KR20050093597A (en) * 2004-03-20 2005-09-23 한국과학기술연구원 Waterway-type artificial wetland in no need of power and method of construction for natural purification of stream water using thereit
KR100891656B1 (en) * 2007-06-19 2009-04-03 이미경 Water way type artificality marsh and building method thereof

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