JP2002119994A - Cleaning apparatus utilizing part of water area in water area cleaning apparatus arranged in water area - Google Patents
Cleaning apparatus utilizing part of water area in water area cleaning apparatus arranged in water areaInfo
- Publication number
- JP2002119994A JP2002119994A JP2000353610A JP2000353610A JP2002119994A JP 2002119994 A JP2002119994 A JP 2002119994A JP 2000353610 A JP2000353610 A JP 2000353610A JP 2000353610 A JP2000353610 A JP 2000353610A JP 2002119994 A JP2002119994 A JP 2002119994A
- Authority
- JP
- Japan
- Prior art keywords
- water area
- water
- cleaning apparatus
- area
- rectifying wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Biological Treatment Of Waste Water (AREA)
- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術】本発明は、水域内に設置して、
水域の一部を利用し水域を乱すことなく汚濁物質
を固液分離し、浄化出来る浄化装置である。発明の詳細
を図−1に示す。尚、水域とは、湖沼、河川、海、た
め池、運河の様に自然、又は人工的に作られた水が存在
する場所を言う。浄化装置は、揚水筒、整流壁、浮
き、送気装置、空気ノズル、空気管、により構
成され、浮きの浮力により水域内に浮かんでいる。
尚、浄化装置は浮きを省き水域に固定しても良い。
浄化装置は、水域内に設置される。水域内の底部に
は汚濁物質が沈殿している。揚水筒内に空気を送気
装置より空気管を経て空気ノズルより噴出させる
ことにより、揚水筒内に上向流を発生させ、この汚濁
物質を吸い上げ揚水筒の上部へ移動させる。汚濁物
質は揚水筒の水面にて空気と接触し酸化され浄化さ
れる。尚、図−5に示すように上向流は揚水翼▲12▼
により発生させても良い。酸化し、浄化された沈殿する
汚濁物質は、整流壁により水域の低部へ整流壁
により導かれ固液分離し沈殿する。この時水域の一部
を沈殿池として使用する事により沈殿面積が広くなり、
固液分離効果が促進する。沈降性の悪い汚濁物質は水
域の水面と整流壁で仕切られた浄化装置装置内の水
面上に滞留する。この事により汚濁物質は水域の全
体に拡散されること無く固液分離ができる。前記を考慮
し、整流壁の構造は、上部は水域の水面より上部に
出るものとする。又、整流壁における水の断面通過流
速は、汚泥の沈降を阻害しない為、0.3m/分以下と
する。整流壁の材質は、水より軽いものでも良い。そ
の場合は整流壁の下部に重りを付けるか、骨組みを設
置して、整流壁が水中に沈むようにする。揚水筒の
上部は水域の水面より下部にする。揚水筒の上部と
水域の水面の間を汚濁物質は通過する。整流壁、
揚水筒は図−4の様に矩形にすることもできる。又、
揚水筒よりの汚濁物質の通過部は揚水筒の全周の
場合と矩形の一面とする事もできる。図−4の様に、浄
化装置を駆動部とロープ▲10▼により移動させるこ
とにより水域全体の浄化を行う事が出来る。尚移動手
段は動力船によることもできる。図−5に示すように、
揚水筒以外の場所より水域内の汚水を揚水装置▲13
▼で取水して送水管▲14▼にて浄化装置に供給する事
により脱窒素が期待出来る。又、水域内へ流入する汚
水を直接浄化装置へ流入させても良い。図−6の如く、
浄化装置の一部に生物付着装置▲15▼を設置すること
により浄化効率を上げることもできる。The present invention is to be installed in water bodies,
It is a purification device that can use a part of the water area to separate and pollute pollutants without disturbing the water area. The details of the invention are shown in FIG. The water area refers to a place where natural or artificially generated water exists, such as a lake, a river, a sea, a reservoir, a canal. The purifying device is composed of a pumping cylinder, a rectifying wall, a float, an air supply device, an air nozzle, and an air pipe, and floats in the water area due to the buoyancy of the float.
The purifier may be fixed to a water area without floating.
The purification device is installed in the water area. Pollutants have settled at the bottom of the body of water. By injecting air into the pumping cylinder from an air nozzle through an air pipe from an air supply device, an upward flow is generated in the pumping cylinder, and this pollutant is sucked up and moved to the upper part of the pumping cylinder. The pollutants are oxidized and purified by contact with air at the water surface of the pump cylinder. In addition, as shown in Fig. 5, the upward flow is caused by pumping wings (12).
May be generated. The oxidized and purified polluting substances that precipitate are guided to the lower part of the water area by the rectifying wall, are separated by solid-liquid separation, and settle. At this time, by using a part of the water area as a sedimentation pond, the sedimentation area becomes wider,
The solid-liquid separation effect is promoted. Pollutants with poor sedimentation stagnate on the water surface in the water purification system, which is separated from the water surface in the water area by the rectifying wall. As a result, the pollutants can be separated into solid and liquid without being diffused throughout the water area. In consideration of the above, it is assumed that the structure of the rectifying wall is such that the upper part is above the water surface of the water area. In addition, the cross-sectional flow velocity of water at the rectifying wall is set to 0.3 m / min or less in order not to hinder the settling of sludge. The material of the rectifying wall may be lighter than water. In that case, attach a weight to the lower part of the rectifying wall or install a frame so that the rectifying wall sinks in the water. The upper part of the pumping cylinder should be lower than the surface of the water area. Pollutants pass between the upper part of the pumping cylinder and the surface of the body of water. Rectification wall,
The pumping cylinder can be rectangular as shown in Fig.-4. or,
The passage portion of the pollutant from the pumping cylinder may be a rectangular surface as in the case of the entire circumference of the pumping cylinder. As shown in FIG. 4, the entire water area can be purified by moving the purifying device by the driving unit and the rope {10}. The moving means may be powered by a power boat. As shown in FIG.
Pumping device for sewage in water bodies from places other than pump cylinders
By taking water at ▼ and supplying it to the purification device at the water supply pipe 1414, denitrification can be expected. Further, the sewage flowing into the water area may directly flow into the purification device. As shown in Figure-6,
The purification efficiency can be increased by installing the biological attachment device (15) in a part of the purification device.
【0002】[0002]
【従来の技術】従来の技術を図−2、図−3に示す。図
−2の場合、水域の浄化装置は、揚水筒、浮き、
送気装置、空気ノズル、空気管、により構成され
る。水域内の汚水を揚水筒内に空気を送気装置よ
り空気管を経て空気ノズルより噴出させることによ
り、揚水筒内に上向流を発生させ水域内の汚濁物質
を吸い上げ水域の上部へ移動させる。汚濁物質は
水域の表面にて空気と接触し酸化される。この事によ
り水域内の汚濁質物は酸化され、浄化される。揚水
筒、送気装置、空気ノズル、空気管は、浮き
により水域の中に浮かんでいる。従って、水域を浄
化するとき、汚濁物質は水域全体に、浄化装置によ
り拡散される。図−3の場合、浄化装置は、揚水筒が
無く、曝気装置▲11▼、浮き、より構成される。水
域内の汚濁物質を曝気装置▲11▼により曝気し汚
濁物質を酸化し浄化する。曝気装置▲11▼は浮き
により水域の表面に浮上している。従って、水域を
浄化するとき、汚濁物質は水域全体に浄化装置によ
り拡散される。2. Description of the Related Art FIGS. 2 and 3 show a conventional technique. In the case of FIG. 2, the purifying device for the water area includes a pumping cylinder, a float,
It is composed of an air supply device, an air nozzle, and an air pipe. By injecting sewage in the water area into the pumping cylinder by blowing air from the air supply device through the air pipe through the air nozzle, an upward flow is generated in the pumping cylinder and the pollutants in the water area are sucked up and moved to the upper part of the water area. . Pollutants are oxidized on contact with air at the surface of the water body. As a result, pollutants in the water area are oxidized and purified. The water pump, air supply device, air nozzle, and air pipe are floating in the water area by floating. Thus, when purifying water bodies, pollutants are diffused throughout the water body by the purifier. In the case of FIG. 3, the purification device has no pumping cylinder, and is constituted by an aeration device (11) and a float. Pollutants in the water area are aerated by an aeration device (11) to oxidize and purify the pollutants. The aeration device (11) floats on the surface of the water area by floating. Thus, when purifying water bodies, pollutants are diffused throughout the water area by the purifier.
【0003】[0003]
【発明が解決しようとする課題】従来の浄化装置は、水
域内の底部に有った汚濁物質を広く拡散するため ・水域内の魚貝類、水中植物の生息に悪影響を与え
る。 ・水域内の水が濁る ・水域の景観が悪化する。 と言う欠点があった。The conventional purifying apparatus widely diffuses pollutants at the bottom in the water area. The method has a bad influence on the fish and shellfish and the underwater plants in the water area.・ The water in the water area becomes cloudy. ・ The landscape of the water area deteriorates. There was a drawback to say.
【0004】[0004]
【課題を解決するための手段】本発明は、整流壁を浄
化装置に設置し、水域の一部を沈殿池として利用する
事により、浄化された沈殿する汚濁物質は、整流壁
により水域の低部へ導かれ固液分離する。この時水域
の一部が沈殿池となり沈殿面積が広くなり、固液分離
効果を促進する。又、沈降性の悪い汚濁物質は水域
の水面と整流壁で仕切られた浄化装置装置内の水面上
に滞留する。この事により汚濁物質は水域の全体に
拡散されること無く固液分離ができる。SUMMARY OF THE INVENTION According to the present invention, a rectifying wall is installed in a purification device, and a part of the water area is used as a sedimentation pond. And then separated into solid and liquid. At this time, a part of the water area becomes a sedimentation basin and the sedimentation area becomes large, thereby promoting the solid-liquid separation effect. In addition, the pollutants with poor sedimentation stagnate on the water surface in the purification device, which is separated from the water surface of the water area by the rectifying wall. As a result, the pollutants can be separated into solid and liquid without being diffused throughout the water area.
【0005】[0005]
【発明の実施形態】次に本発明の実施形態について説明
する 第I例 図−1は、整流壁を有する浄化装置を、水域内に設
置した実施例を示す。尚、浄化装置に浮きを設置せ
ず、水域内に固定しても良い。 第2例 図−4は、整流壁を有する浄化装置を水域内で移動
させた場合の実施例を示す。 第3例 図−5は、整流壁を有する浄化装置へ汚濁物質を揚
水筒以外より水域内へ供給した場合の実施例を示
す。 第4例 図−6は、整流壁を有する浄化装置内に生物付着装置
▲15▼を設置した場合の実施例を示す。DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, an embodiment of the present invention will be described. First Example FIG. 1 shows an example in which a purifying device having a rectifying wall is installed in a water body. In addition, you may fix in a water body, without installing a float in a purification apparatus. SECOND EXAMPLE FIG. 4 shows an embodiment in which a purification device having a rectifying wall is moved in a water body. Third Example FIG. 5 shows an example in which a pollutant is supplied to a water body from a device other than a pumping cylinder to a purification device having a rectifying wall. FOURTH EXAMPLE FIG. 6 shows an embodiment in which a biological attachment device (15) is installed in a purification device having a rectifying wall.
【0006】[0006]
【発明の効果】本発明は、水域内の浄化装置であり、
水域内に設置した浄化装置に整流壁を設置したこと
により下記の効果がある。 ・水域内の底部に沈殿していた汚濁物質を水域全
体に拡散させず浄化できる。その為水域内の魚介類、
水中植物、を保護しつつ水域の浄化が出来る。又、水
域内の水が濁らず、水域の景観悪化もない。 ・浄化装置へ揚水筒以外より汚水を供給する事によ
り、脱窒素が期待できる。 ・浄化装置の一部に生物付着装置を設置する事により浄
化効率が上昇する。According to the present invention, there is provided an apparatus for purifying water.
The following effects are obtained by installing the rectifying wall in the purification device installed in the water area.・ Pollutants deposited at the bottom of the water area can be purified without diffusing to the entire water area. Therefore, the seafood in the water area,
Water purification can be performed while protecting underwater plants. Further, the water in the water area does not become turbid and the landscape of the water area does not deteriorate.・ Denitrification can be expected by supplying sewage to the purifier from other than the pumping cylinder. -By installing a biofouling device in a part of the purification device, the purification efficiency increases.
【図1】本発明の実施形態…浄化装置の実施例FIG. 1 is an embodiment of the present invention.
【図2】従来技術…揚水筒がある場合の例[Fig. 2] Conventional technology: an example with a pump cylinder
【図3】従来技術…揚水筒が無い場合の例[Fig. 3] Conventional technology: an example without a pumping cylinder
【図4】 本発明の実施形態…整流壁を矩形とした場合の実施例 〃 …浄化装置を移動式とした場合の実施例FIG. 4 is an embodiment of the present invention: an example in which the rectifying wall is rectangular; and an example in which the purifying device is a movable type.
【図5】本発明の実施形態…汚濁物質を揚水筒以外より
浄化装置へ供給した場合の実施例FIG. 5 is an embodiment of the present invention. An example in which pollutants are supplied to a purification device from a device other than a pumping cylinder.
【図6】本発明の実施形態…浄化装置の一部に生物付着
装置▲15▼を設置した場合の実施例FIG. 6 is an embodiment of the present invention. An example in which a biofouling device (15) is installed in a part of the purification device.
【符号の説明】 は湖沼、 は汚濁物質、 は揚水筒、 は整流
壁、は浮き、 は送気装置、 は空気ノズル、
は空気管 は駆動部、 ▲10▼はロープ、 ▲11▼は曝気装
置、 ▲12▼は揚水翼 ▲13▼は揚水装置、 ▲14▼は送水管、 ▲15▼
は生物付着装置 ▲16▼はスカム防止ノズル[Description of Signs] is a lake, is a pollutant, is a pumping cylinder, is a rectifying wall, is a floating, is an air supply device, is an air nozzle,
Is an air pipe, a drive unit, (10) is a rope, (11) is an aeration device, (12) is a pumping blade, (13) is a pumping device, (14) is a water pipe, and (15).
Is a biological adhesion device. ▲ 16 ▼ is a scum prevention nozzle.
─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───
【手続補正書】[Procedure amendment]
【提出日】平成13年10月28日(2001.10.
28)[Submission Date] October 28, 2001 (2001.10.
28)
【手続補正1】[Procedure amendment 1]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】0001[Correction target item name] 0001
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【0001】[0001]
【発明の属する技術】本発明は、水域内に設置して、
水域の一部を利用し水域を乱すことなく汚濁物質
を固液分離し、浄化出来る浄化装置である。発明の詳細
を図−1に示す。尚、水域とは、湖沼、河川、海、た
め池、運河の様に自然、又は人工的に作られた水が存在
する場所を言う。浄化装置は、揚水筒、整流壁、浮
き、送気装置、空気ノズル、空気管、により構
成され、浮きの浮力により水域内に浮かんでいる。
尚、浄化装置は浮きを省き水域に固定しても良い。
浄化装置は、水域内に設置される。水域内の底部に
は汚濁物質が沈殿している。揚水筒内に空気を送気
装置より空気管を経て空気ノズルより噴出させる
ことにより、揚水筒内に上向流を発生させ、この汚濁
物質を吸い上げ揚水筒の上部へ移動させる。汚濁物
質は揚水筒の水面にて空気と接触し酸化され浄化さ
れる。尚、図−5に示すように上向流は揚水翼▲12▼
により発生させても良い。酸化し、浄化された沈殿する
汚濁物質は、整流壁により水域の低部へ整流壁
により導かれ固液分離し沈殿する。この時水域の一部
を沈殿池として使用する事により沈殿面積が広くなり、
固液分離効果が促進する。沈降性の悪い汚濁物質は水
域の水面と整流壁で仕切られた浄化装置装置内の水
面上に滞留する。この事により汚濁物質は水域の全
体に拡散されること無く固液分離ができる。前記を考慮
し、整流壁の構造は、上部は水域の水面より上部に
出るものとする。又、整流壁における水の断面通過流
速は、汚泥の沈降を阻害しない為、0.3m/分以下と
する。整流壁の材質は、水より軽いものでも良い。そ
の場合は整流壁の下部に重りを付けるか、骨組みを設
置して、整流壁が水中に沈むようにする。揚水筒の
上部は水域の水面より下部にする。揚水筒の上部と
水域の水面の間を汚濁物質は通過する。整流壁、
揚水筒は図−4の様に矩形にすることもできる。又、
揚水筒よりの汚濁物質の通過部は揚水筒の全周の
場合と矩形の一面とする事もできる。尚、浄化装置装置
内の水面上に滞留した汚濁物質が、固化することを防
止する為にスカム防止ノズル▲16▼を整流壁内に設
置する。図−4の様に、浄化装置を駆動部とロープ▲
10▼により移動させることにより水域全体の浄化を
行う事が出来る。尚移動手段は動力船によることもでき
る。図−5に示すように、揚水筒以外の場所より水域
内の汚水を揚水装置▲13▼で取水して送水管▲14▼
にて浄化装置に供給する事により脱窒素が期待出来る。
又、水域内へ流入する汚水を直接浄化装置へ流入させ
ても良い。図−6の如く、浄化装置の一部に生物付着装
置▲15▼を設置することにより浄化効率を上げること
もできる。The present invention is to be installed in water bodies,
It is a purification device that can use a part of the water area to separate and pollute pollutants without disturbing the water area. The details of the invention are shown in FIG. The water area refers to a place where natural or artificially generated water exists, such as a lake, a river, a sea, a reservoir, a canal. The purifying device is composed of a pumping cylinder, a rectifying wall, a float, an air supply device, an air nozzle, and an air pipe, and floats in the water area due to the buoyancy of the float.
The purifier may be fixed to a water area without floating.
The purification device is installed in the water area. Pollutants have settled at the bottom of the body of water. By injecting air into the pumping cylinder from an air nozzle through an air pipe from an air supply device, an upward flow is generated in the pumping cylinder, and this pollutant is sucked up and moved to the upper part of the pumping cylinder. The pollutants are oxidized and purified by contact with air at the water surface of the pump cylinder. In addition, as shown in Fig. 5, the upward flow is caused by pumping wings (12).
May be generated. The oxidized and purified polluting substances that precipitate are guided to the lower part of the water area by the rectifying wall, are separated by solid-liquid separation, and settle. At this time, by using a part of the water area as a sedimentation pond, the sedimentation area becomes wider,
The solid-liquid separation effect is promoted. Pollutants with poor sedimentation stagnate on the water surface in the water purification system, which is separated from the water surface in the water area by the rectifying wall. As a result, the pollutants can be separated into solid and liquid without being diffused throughout the water area. In consideration of the above, it is assumed that the structure of the rectifying wall is such that the upper part is above the water surface of the water area. In addition, the cross-sectional flow velocity of water at the rectifying wall is set to 0.3 m / min or less in order not to hinder the settling of sludge. The material of the rectifying wall may be lighter than water. In that case, attach a weight to the lower part of the rectifying wall or install a frame so that the rectifying wall sinks in the water. The upper part of the pumping cylinder should be lower than the surface of the water area. Pollutants pass between the upper part of the pumping cylinder and the surface of the body of water. Rectification wall,
The pumping cylinder can be rectangular as shown in Fig.-4. or,
The portion through which the pollutants pass from the pumping cylinder may be one side of the rectangular shape as in the case of the entire circumference of the pumping cylinder. In addition, a scum prevention nozzle (16) is installed in the rectification wall in order to prevent solidification of the polluted substance remaining on the water surface in the purification device. As shown in Fig.-4, the purifier is connected to the
Purification of the whole water area can be performed by moving by 10). The moving means may be powered by a power boat. As shown in Fig. 5, wastewater in the water area is taken in from a place other than the pumping cylinder by the pumping device (13) and sent to the water pipe (14).
Denitrification can be expected by supplying to the purification device at.
Further, the sewage flowing into the water area may directly flow into the purification device. As shown in FIG. 6, the purification efficiency can be increased by installing a biological attachment device (15) in a part of the purification device.
Claims (5)
いて、整流壁を有する、浄化装置。1. A purifying apparatus for a water area installed in a water area, comprising a rectifying wall.
域の浄化装置において、水域内を移動できる、浄化
装置2. A purifying apparatus for a water area having a rectifying wall and installed in the water area, wherein the purifying apparatus is movable in the water area.
域の浄化装置において、揚水筒以外より汚水を浄化
装置へ供給する事が出来る浄化装置。3. A purifying apparatus for a water area having a rectifying wall and installed in a water area, wherein the purifying apparatus is capable of supplying sewage to the purifying apparatus from other than a pumping cylinder.
域の浄化装置において、浄化装置の一部に生物付着装
置を設置した浄化装置。4. A purifying apparatus for a water area having a rectifying wall and installed in a water area, wherein a biofouling device is installed as a part of the purifying apparatus.
域の浄化装置において、整流壁の内部にスカム防止
ノズルを設置した浄化装置。5. A purifying apparatus for a water area having a rectifying wall and installed in a water area, wherein a scum prevention nozzle is installed inside the rectifying wall.
Priority Applications (1)
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JP2000353610A JP2002119994A (en) | 2000-10-16 | 2000-10-16 | Cleaning apparatus utilizing part of water area in water area cleaning apparatus arranged in water area |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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JP2000353610A JP2002119994A (en) | 2000-10-16 | 2000-10-16 | Cleaning apparatus utilizing part of water area in water area cleaning apparatus arranged in water area |
Publications (1)
Publication Number | Publication Date |
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JP2002119994A true JP2002119994A (en) | 2002-04-23 |
Family
ID=18826339
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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JP2000353610A Pending JP2002119994A (en) | 2000-10-16 | 2000-10-16 | Cleaning apparatus utilizing part of water area in water area cleaning apparatus arranged in water area |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002273479A (en) * | 2001-03-21 | 2002-09-24 | Yoshiji Sakamoto | Cleaning equipment utilizing portion of water area (1) in cleaning equipment for water area (1) to be installed within water area (1) |
JP2006289275A (en) * | 2005-04-12 | 2006-10-26 | Matsumura Sangyo Kk | Water cleaning apparatus and hydroponic culture apparatus using the same |
JP2011194354A (en) * | 2010-03-23 | 2011-10-06 | Satoru Takamori | Apparatus for improving quality of water in dam lake, river or lake |
JP2018509281A (en) * | 2016-02-26 | 2018-04-05 | ジュン ジャエ オウクJUNG, Jae Ouk | Atomizing apparatus and fluid processing equipment using the same |
Citations (17)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS49135445A (en) * | 1972-11-21 | 1974-12-26 | ||
JPS59154399U (en) * | 1983-04-02 | 1984-10-16 | 株式会社 丸島水門製作所 | Aerators for reservoirs, etc. |
JPS6154287A (en) * | 1984-08-23 | 1986-03-18 | Nippon Kokan Kk <Nkk> | Purifying apparatus of closed water basin |
JPS6154289A (en) * | 1984-08-23 | 1986-03-18 | Nippon Kokan Kk <Nkk> | Purifying apparatus of closed water basin |
JPS61155100U (en) * | 1985-03-19 | 1986-09-26 | ||
JPH01104396A (en) * | 1987-10-16 | 1989-04-21 | Shinko Pfaudler Co Ltd | Depth aeration device for water storage pond or the like |
JPH01315395A (en) * | 1988-06-14 | 1989-12-20 | Toa Harbor Works Co Ltd | Device for cleaning closed water area |
JPH02169099A (en) * | 1988-12-23 | 1990-06-29 | Toa Harbor Works Co Ltd | Water purifying device |
JPH02108799U (en) * | 1989-02-16 | 1990-08-29 | ||
JPH03238096A (en) * | 1990-02-15 | 1991-10-23 | Nkk Corp | Device for supplying oxygen to deep layer water |
JPH04134499U (en) * | 1991-02-08 | 1992-12-15 | 株式会社荏原製作所 | floating aerator |
JPH05317879A (en) * | 1991-02-05 | 1993-12-03 | T B R Kk | Floating type water purifying equipment |
JPH06296996A (en) * | 1993-04-13 | 1994-10-25 | Mitsubishi Heavy Ind Ltd | Buoy type water basin purifying device |
JPH07136691A (en) * | 1993-11-11 | 1995-05-30 | Dam Suigenchi Kankyo Seibi Center | Facility for purifying lake and marsh |
JPH0952098A (en) * | 1995-08-18 | 1997-02-25 | Dam Suigenchi Kankyo Seibi Center | Purifying apparatus of lakes and marshes |
JP2001047084A (en) * | 1999-08-17 | 2001-02-20 | Junichiro Tamiya | Wind aeration apparatus |
JP2001047088A (en) * | 1999-08-11 | 2001-02-20 | Kyoei Steel Ltd | Water quality improving apparatus |
-
2000
- 2000-10-16 JP JP2000353610A patent/JP2002119994A/en active Pending
Patent Citations (17)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS49135445A (en) * | 1972-11-21 | 1974-12-26 | ||
JPS59154399U (en) * | 1983-04-02 | 1984-10-16 | 株式会社 丸島水門製作所 | Aerators for reservoirs, etc. |
JPS6154287A (en) * | 1984-08-23 | 1986-03-18 | Nippon Kokan Kk <Nkk> | Purifying apparatus of closed water basin |
JPS6154289A (en) * | 1984-08-23 | 1986-03-18 | Nippon Kokan Kk <Nkk> | Purifying apparatus of closed water basin |
JPS61155100U (en) * | 1985-03-19 | 1986-09-26 | ||
JPH01104396A (en) * | 1987-10-16 | 1989-04-21 | Shinko Pfaudler Co Ltd | Depth aeration device for water storage pond or the like |
JPH01315395A (en) * | 1988-06-14 | 1989-12-20 | Toa Harbor Works Co Ltd | Device for cleaning closed water area |
JPH02169099A (en) * | 1988-12-23 | 1990-06-29 | Toa Harbor Works Co Ltd | Water purifying device |
JPH02108799U (en) * | 1989-02-16 | 1990-08-29 | ||
JPH03238096A (en) * | 1990-02-15 | 1991-10-23 | Nkk Corp | Device for supplying oxygen to deep layer water |
JPH05317879A (en) * | 1991-02-05 | 1993-12-03 | T B R Kk | Floating type water purifying equipment |
JPH04134499U (en) * | 1991-02-08 | 1992-12-15 | 株式会社荏原製作所 | floating aerator |
JPH06296996A (en) * | 1993-04-13 | 1994-10-25 | Mitsubishi Heavy Ind Ltd | Buoy type water basin purifying device |
JPH07136691A (en) * | 1993-11-11 | 1995-05-30 | Dam Suigenchi Kankyo Seibi Center | Facility for purifying lake and marsh |
JPH0952098A (en) * | 1995-08-18 | 1997-02-25 | Dam Suigenchi Kankyo Seibi Center | Purifying apparatus of lakes and marshes |
JP2001047088A (en) * | 1999-08-11 | 2001-02-20 | Kyoei Steel Ltd | Water quality improving apparatus |
JP2001047084A (en) * | 1999-08-17 | 2001-02-20 | Junichiro Tamiya | Wind aeration apparatus |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002273479A (en) * | 2001-03-21 | 2002-09-24 | Yoshiji Sakamoto | Cleaning equipment utilizing portion of water area (1) in cleaning equipment for water area (1) to be installed within water area (1) |
JP2006289275A (en) * | 2005-04-12 | 2006-10-26 | Matsumura Sangyo Kk | Water cleaning apparatus and hydroponic culture apparatus using the same |
JP2011194354A (en) * | 2010-03-23 | 2011-10-06 | Satoru Takamori | Apparatus for improving quality of water in dam lake, river or lake |
JP2018509281A (en) * | 2016-02-26 | 2018-04-05 | ジュン ジャエ オウクJUNG, Jae Ouk | Atomizing apparatus and fluid processing equipment using the same |
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