JP2002001371A - Method and apparatus for cleaning eutrophic water area - Google Patents

Method and apparatus for cleaning eutrophic water area

Info

Publication number
JP2002001371A
JP2002001371A JP2000188709A JP2000188709A JP2002001371A JP 2002001371 A JP2002001371 A JP 2002001371A JP 2000188709 A JP2000188709 A JP 2000188709A JP 2000188709 A JP2000188709 A JP 2000188709A JP 2002001371 A JP2002001371 A JP 2002001371A
Authority
JP
Japan
Prior art keywords
water
area
phytoplankton
filter
pipe
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.)
Granted
Application number
JP2000188709A
Other languages
Japanese (ja)
Other versions
JP3631419B2 (en
Inventor
Takeshi Hirane
健 平根
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Daiwa Kogyo Co Ltd
Original Assignee
Daiwa Kogyo Co Ltd
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Filing date
Publication date
Application filed by Daiwa Kogyo Co Ltd filed Critical Daiwa Kogyo Co Ltd
Priority to JP2000188709A priority Critical patent/JP3631419B2/en
Publication of JP2002001371A publication Critical patent/JP2002001371A/en
Application granted granted Critical
Publication of JP3631419B2 publication Critical patent/JP3631419B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Cleaning Or Clearing Of The Surface Of Open Water (AREA)
  • Biological Treatment Of Waste Water (AREA)
  • Removal Of Floating Material (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a cleaning method and an apparatus capable of cleaning eutrophic water area efficiently and at low cost. SOLUTION: A water take-in pipe 2 for sucking water of the surface layer of the water area, a filter 3 for removing phytoplankton and organic materials contained in raw water from the water take-in pipe 2, an air mixer 4 for increasing the dissolved oxygen in the water from the filter, a water discharge pipe 5 for discharging the resultant treated water to the water bottom and a pump 6 for forming the water flow from the water take-in until the water discharge are loaded on a hull 1 capable of navigating in the water area to be cleaned. As a result, the recovery of the propagated phytoplankton, the removal of the organic materials to become bait for the plankton, the aeration of the water bottom deposit to suppress the elution of phosphorous accelerating the propagation of the plankton are simultaneously performed in a series of treating processes and the water area is cleaned efficiently with small power consumption.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、富栄養化により水
質汚濁を招いた水域を浄化するための浄化方法及び装置
に関し、特に富栄養化が顕著で水底にヘドロが堆積し易
いダムや湖沼などの閉鎖性水域及び流れの緩やかな河川
の浄化に適した浄化方法及び装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and an apparatus for purifying water bodies that have caused water pollution due to eutrophication, and more particularly to dams, lakes and marshes which are remarkably eutrophic and easily deposit sludge on the water bottom. The present invention relates to a purification method and apparatus suitable for purifying closed water areas and rivers with gentle flows.

【0002】[0002]

【従来の技術】窒素やリンなどの栄養塩類の増加による
富栄養化が進行した水域では、植物プランクトンが異常
増殖して悪臭の発生や透明度の低下などの水質障害を招
き、特にアオコの排出するミクロシスチンの毒性が強い
ことから水道原水として使用する場合に重大な問題を生
じる。
2. Description of the Related Art In a water area where eutrophication has progressed due to an increase in nutrients such as nitrogen and phosphorus, phytoplankton abnormally proliferates, causing water quality disorders such as generation of offensive odors and deterioration of transparency, and particularly discharge of algae. The severe toxicity of microcystin poses a serious problem when used as tap water.

【0003】このような富栄養化により水質汚濁を招い
た水域を浄化するには、従来、水面を浮遊するアオコを
回収するアオコ回収船や、水域の自然の浄化機能を回復
させるために嫌気状態にある深層部の溶存酸素濃度を高
めて好気化させる曝気装置などが用いられている。
[0003] In order to purify water bodies that have caused water pollution due to such eutrophication, conventionally, a water-bloom recovery boat that recovers water-blooming blue-green algae or an anaerobic condition to restore the natural purifying function of water bodies have been used. There is used an aeration apparatus for increasing the concentration of dissolved oxygen in the deep part of the aerosol and aerobically.

【0004】[0004]

【発明が解決しようとする課題】ところが、アオコの回
収のみでは、抜本的な水質の改善がなされていないた
め、アオコの再増殖を招き、極めて非効率である。ま
た、曝気による方法では、明瞭な効果が現れるまでに長
期間を要し、早急な解決を要する水質障害に対応するこ
とができない。
However, only the collection of blue-green algae does not drastically improve the water quality, which leads to the re-growth of the blue-green algae, which is extremely inefficient. In addition, the method using aeration requires a long time until a clear effect is obtained, and cannot cope with a water quality disorder that requires an immediate solution.

【0005】他方、これらの方法を併用すると共に、ポ
ンプで汲み上げてろ過などの浄化処理を行って水質の改
善を図れば、それ相当の効果が得られるが、各方法毎に
ポンプなどの動力費がかかるため、全体として莫大な浄
化コストを要するものとなる。さらに植物プランクトン
の増殖を左右する窒素やリンなどの栄養塩類の量を減ら
すための脱窒・脱リン処理を加えると、煩雑な処理操作
を必要とすることから処理費用が益々増大する。
[0005] On the other hand, if these methods are used in combination and the water quality is improved by performing a purification process such as filtration by pumping up with a pump, a considerable effect can be obtained. Therefore, a huge purification cost is required as a whole. Further, if denitrification and dephosphorization treatments are added to reduce the amount of nutrients such as nitrogen and phosphorus which influence the growth of phytoplankton, complicated treatment operations are required, so that treatment costs are further increased.

【0006】本発明は、このような従来技術の問題点を
解消するべく案出されたものであり、その主な目的は、
富栄養化された水域を効率良くかつ低コストに浄化し得
るように構成された浄化方法及び浄化装置を提供するこ
とにある。
[0006] The present invention has been devised to solve such problems of the prior art, and its main objects are as follows.
It is an object of the present invention to provide a purification method and a purification device configured so that a eutrophic water area can be purified efficiently and at low cost.

【0007】[0007]

【課題を解決するための手段】このような目的を果たす
ために、本発明においては、富栄養化された水域を浄化
するにあたり、水域の表層の水から植物プランクトン及
び有機物を除去すると共に、酸素を含む気体との接触に
より水中の溶存酸素量を増大させ、これにより得られた
処理水を水底に放出するものとした。
According to the present invention, in purifying a eutrophic water area, phytoplankton and organic substances are removed from surface water of the water area and oxygen is removed. The amount of dissolved oxygen in water was increased by contact with a gas containing, and the resulting treated water was discharged to the bottom of the water.

【0008】また、本発明においては、水域の浄化装置
を、水域の表層の水を取り込む取水手段と、この取水手
段からの原水に含まれる植物プランクトン及び有機物を
除去するろ過手段と、取水手段からの原水の溶存酸素量
を増大させる気液接触手段と、処理水を水底に放出する
放水手段と、取水から放水に至るまでの水の流れを生起
させるポンプとを有するものとした。
Further, in the present invention, the water purification device includes a water intake means for taking in surface water of the water area, a filtration means for removing phytoplankton and organic substances contained in raw water from the water intake means, and a water intake means. A gas-liquid contact means for increasing the amount of dissolved oxygen in the raw water, a water discharge means for discharging treated water to the bottom of the water, and a pump for generating a flow of water from water intake to water discharge.

【0009】この浄化方法及び浄化装置によると、水域
の表層の水を取水することにより表層に浮遊するアオコ
などの植物プランクトンが回収され、ついで処理水を水
底に放出することにより、植物プランクトンの餌となる
水中の有機物濃度を低下させると同時に、嫌気状態にあ
る水底堆積物(ヘドロ)を好気化させて水底堆積物から
のリンの溶出を抑制して水中のリン濃度を低く抑え、こ
れにより効果的に植物プランクトンの増殖を抑えること
ができる。そして植物プランクトンの回収及び有機物の
除去と水底堆積物の好気化とを一連の処理工程内で同時
に行うことで動力費を節減し、水域を効率良く浄化する
ことができる。
According to the purification method and the purification apparatus, phytoplankton such as blue-green algae floating on the surface layer is collected by taking water from the surface layer of the water area, and then the phytoplankton bait is discharged by discharging the treated water to the water bottom. At the same time, the concentration of organic matter in the water is reduced, and at the same time, the anaerobic submerged sediment (sludge) is aerobicized to suppress the dissolution of phosphorus from the submerged sediment, thereby lowering the phosphorus concentration in the water. The growth of phytoplankton can be suppressed. By simultaneously recovering phytoplankton, removing organic matter, and aerobizing aquatic sediment in a series of processing steps, power costs can be reduced and the water area can be purified efficiently.

【0010】特に前記の取水手段、ろ過手段、気液接触
手段、放水手段、及びポンプを浄化すべき水域を航行可
能な船体に搭載した構成とすると、取水位置及び放水位
置を適宜に移動させることができるため、水域全体の浄
化を能率良く進めることができる。
In particular, when the water intake means, the filtration means, the gas-liquid contact means, the water discharge means, and the pump are constructed such that the water area to be purified is mounted on a navigable hull, the water intake position and the water discharge position are appropriately moved. Therefore, it is possible to efficiently purify the entire water area.

【0011】なお、前記の植物プランクトンの除去に
は、凝集分離処理が効果的であり、取り込まれた原水に
所要の凝集剤を添加すると良い。有機物の除去には、好
気的生物膜処理が効果的である。溶存酸素量の増大に
は、酸素を含む気体と原水とを接触させる気液接触装置
を用いれば良く、この気液接触装置は、有機物の除去過
程で好気的生物処理を促進するための曝気装置と兼用す
ることも可能であるが、これとは別にその後段に設け
て、必要に応じて作動させて所要の溶存酸素量を得るよ
うにすると安定した量の溶存酸素を水底に供給すること
ができる。
In order to remove the phytoplankton, a coagulation separation treatment is effective. It is preferable to add a required coagulant to the raw water taken in. Aerobic biofilm treatment is effective for removing organic matter. To increase the amount of dissolved oxygen, a gas-liquid contact device for bringing gas containing oxygen into contact with raw water may be used. This gas-liquid contact device is used for aeration for promoting aerobic biological treatment in the process of removing organic substances. Although it is possible to use it as a device, it is also possible to supply a stable amount of dissolved oxygen to the water bottom if it is provided separately in the subsequent stage and operated as necessary to obtain the required amount of dissolved oxygen. Can be.

【0012】[0012]

【発明の実施の形態】以下に添付の図面を参照して本発
明の構成を詳細に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The configuration of the present invention will be described below in detail with reference to the accompanying drawings.

【0013】図1は、本発明に基づき構成された浄化装
置を示している。この浄化装置は、浄化すべき水域Aを
航行可能な船体1に、水域の表層の水を取り込む取水管
(取水手段)2と、この取水管2からの原水に含まれる
植物プランクトン及び有機物を除去するろ過器(ろ過手
段)3と、このろ過器3からの水の溶存酸素量を増大さ
せる空気混合器(気液接触手段)4と、これにより得ら
れた処理水を水底に放出する放水管(放水手段)5と、
取水から放水に至るまでの水の流れを生起させるポンプ
6とを搭載してなっている。
FIG. 1 shows a purification apparatus constructed according to the present invention. This purifying apparatus includes a water intake pipe (water intake means) 2 for taking in surface water of a water area into a hull 1 capable of navigating a water area A to be purified, and removing phytoplankton and organic substances contained in raw water from the water intake pipe 2. (Filter means) 3, an air mixer (gas-liquid contact means) 4 for increasing the amount of dissolved oxygen in water from the filter 3, and a water discharge pipe for discharging treated water obtained thereby to the bottom of the water (Water discharge means) 5;
A pump 6 for generating a flow of water from water intake to water discharge is mounted.

【0014】取水管2は、水域の表層水中に入口を開口
させ、表層水を水面に浮遊する植物プランクトンと共に
取り込む。この他、取水手段として、船体1の適所に表
層水の取り入れ口を設けてこれを導入路を介してろ過器
3に接続した構成も可能である。
The intake pipe 2 has an inlet opened in the surface water of the water area, and takes in the surface water together with the phytoplankton floating on the water surface. In addition, as a water intake means, a configuration in which an intake port for surface water is provided at an appropriate position on the hull 1 and this is connected to the filter 3 via an introduction path is also possible.

【0015】ろ過器3の上流では、取水管2から取り込
まれた原水に硫酸アルミニウムやポリ塩化アルミニウム
などの無機系凝集剤(金属塩凝集剤)を注入する薬注処
理が行われ、これによりアオコが凝集され、ろ過器3の
底部に沈殿し、ドレン7から適宜に回収される。また、
無機系凝集剤の注入により、水中のリン(オルトリン
酸)が不溶性の化合物を作ってろ過器3内で捕捉され、
これにより水中のリン濃度を低下させることができる。
Upstream of the filter 3, a chemical injection treatment of injecting an inorganic coagulant (metal salt coagulant) such as aluminum sulfate or polyaluminum chloride into the raw water taken in from the water intake pipe 2 is performed. Are aggregated, settle at the bottom of the filter 3, and are appropriately collected from the drain 7. Also,
By injecting the inorganic coagulant, phosphorus (orthophosphoric acid) in water forms an insoluble compound and is trapped in the filter 3.
Thereby, the phosphorus concentration in water can be reduced.

【0016】ろ過器3は、水中に浮遊可能なプラスチッ
ク発泡体からなる浮遊ろ材を多数充填してなるろ層8を
内部に備え、このろ層8では、浮遊ろ材の表面に形成さ
れた微生物膜と原水との接触により水中のSSや溶解性
成分が摂取・固定化され、水中の有機物量が低減され
る。ろ層8の下方には、ろ層8内の好気性生物膜処理を
促進するための曝気装置9が設けられている。
The filter 3 has therein a filter layer 8 filled with a large number of floating filter media made of a plastic foam that can float in water. The filter layer 8 includes a microbial membrane formed on the surface of the floating filter media. The SS and soluble components in the water are ingested and fixed by contact between the water and the raw water, and the amount of organic matter in the water is reduced. An aeration device 9 is provided below the filter layer 8 to promote the treatment of the aerobic biofilm in the filter layer 8.

【0017】空気混合器4は、バイパス管10と並列に
設けられ、リンの溶出を抑制可能な程度に水底堆積物を
好気化させるのに要する溶存酸素量が得られるように必
要に応じてろ過器3からのろ過水が導入される。ろ過器
3内の曝気装置9で十分な溶存酸素量が得られる場合に
はバイパス管10を介してそのまま放流され、動力費を
節約する。
The air mixer 4 is provided in parallel with the bypass pipe 10 and is filtered as necessary so that the amount of dissolved oxygen required to aerobize the bottom sediment to the extent that phosphorus elution can be suppressed can be obtained. The filtered water from the vessel 3 is introduced. When a sufficient amount of dissolved oxygen is obtained by the aeration device 9 in the filter 3, the gas is discharged as it is via the bypass pipe 10, thereby saving power costs.

【0018】この空気混合器4は、大型の装置では、図
2に示すような気液接触装置が好適である。この気液接
触装置は、圧力容器21内に水中に浮遊可能なプラスチ
ック発泡体からなる不均一な粒径の充填材22が多数充
填され、下部に水及び空気の入口23が、上部に水及び
空気の出口24がそれぞれ設けられ、水と空気とを同時
に流入させて大気圧よりも高い圧力で通過させると、水
と空気とが充填材22が引き起こす乱流により激しく攪
拌され、溶存酸素量が増大した水と微細気泡との混合物
が排出され、この微細気泡が長時間持続することから、
放水後にも水中への酸素の溶解が促進され、水底堆積物
及び深層の水を好気化するのに都合が良い。
The air mixer 4 is preferably a gas-liquid contact device as shown in FIG. 2 for a large-sized device. In this gas-liquid contact device, a pressure vessel 21 is filled with a large number of fillers 22 of non-uniform particle size made of a plastic foam that can float in water, an inlet 23 for water and air at the bottom, and water and air at the top. Each of the air outlets 24 is provided, and when water and air are allowed to flow simultaneously and pass at a pressure higher than the atmospheric pressure, the water and the air are vigorously stirred by the turbulence caused by the filler 22, and the dissolved oxygen amount is reduced. A mixture of increased water and fine bubbles is discharged, and since the fine bubbles last for a long time,
Dissolution of oxygen into water is promoted even after water discharge, which is convenient for aerobizing aquatic sediments and deep water.

【0019】また、小型の装置では、配管途中に介装可
能な静止型混合器、例えば図3に示すように、長方形の
板を180度ねじった形状のエレメント31をパイプ状
のケーシング32に内装した構成のスタティックミキサ
(ノリタケカンパニーリミテド社製)が好適である。
In the case of a small-sized apparatus, a static mixer which can be inserted in the middle of a pipe, for example, as shown in FIG. A static mixer (manufactured by Noritake Co., Ltd.) having the above configuration is preferable.

【0020】放水管5は、出口を水底の近傍に開口さ
せ、溶存酸素に富む処理水との接触によって水底堆積物
Bを好気化させる。放水管5には、例えば可撓性のホー
スを用いれば良く、放水管5の先端が水底の近傍の所要
の水深に到達するように放水管5を船体1から垂れ下げ
る。
The outlet of the water discharge pipe 5 is opened in the vicinity of the water bottom, and the water bottom sediment B is aerobically gasified by contact with the treated water rich in dissolved oxygen. As the water discharge pipe 5, for example, a flexible hose may be used, and the water discharge pipe 5 is suspended from the hull 1 so that the tip of the water discharge pipe 5 reaches a required water depth near the water bottom.

【0021】このように構成された浄化装置では、水域
Aの汚濁状況に応じて船体1を航行させて適宜に取水位
置及び放水位置を移動させながら浄化処理が行われ、閉
鎖性水域内の総水量を30〜60日で一巡処理すること
の可能な処理能力を有する装置とすると、水域の全体的
な浄化処理を効率良く行うことが可能となる。
In the thus constructed purifying apparatus, the purifying process is performed while the hull 1 is being navigated according to the pollution state of the water area A and the water intake position and the water discharge position are appropriately moved, and the total water within the closed water area is obtained. If the apparatus has a processing capacity capable of performing a single round of water treatment in 30 to 60 days, it becomes possible to efficiently perform the entire purification treatment of the water area.

【0022】[0022]

【実施例】生物膜ろ過法によるろ過器と空気混合器とを
備えた試験プラントを用いて、霞ヶ浦において採取した
表層のアオコを含む湖水の浄化試験を行った。まず、原
水をろ過器で処理したところ、アオコはその98%を除
去することができ、COD、BOD、リンは共に約70
%の除去率を達成した。そしてこのろ過水に空気を注入
することで溶存酸素濃度を7mg/l以上に保持するこ
とができた。
EXAMPLE Using a test plant equipped with a filter and an air mixer by the biofilm filtration method, a purification test of lake water containing a blue-green algae collected in Kasumigaura was performed. First, when raw water was treated with a filter, aoko was able to remove 98% of it, and COD, BOD, and phosphorus were all about 70%.
% Removal rate was achieved. By injecting air into the filtered water, the dissolved oxygen concentration could be maintained at 7 mg / l or more.

【0023】[0023]

【発明の効果】このように本発明によれば、すでに増殖
した植物プランクトンの回収と、植物プランクトンの餌
となる有機物の除去と、植物プランクトンの増殖を促進
するリンの溶出を抑制するための水底堆積物の好気化と
を一連の処理工程内で同時に行うことができ、これによ
り少ない動力費で効率良く水域を浄化することができ
る。
As described above, according to the present invention, the phytoplankton which has already grown is recovered, the organic matter serving as a feed for the phytoplankton is removed, and the water bottom for suppressing the elution of phosphorus which promotes the growth of phytoplankton is obtained. The aerobicization of the sediment can be performed simultaneously in a series of processing steps, whereby the water area can be efficiently purified with a small power cost.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明による浄化装置の模式図。FIG. 1 is a schematic view of a purification device according to the present invention.

【図2】本発明における気液接触装置の一例を示す断面
図。
FIG. 2 is a sectional view showing an example of a gas-liquid contact device according to the present invention.

【図3】同じく本発明における気液接触装置の一例を示
す断面図。
FIG. 3 is a sectional view showing an example of a gas-liquid contact device according to the present invention.

【符号の説明】[Explanation of symbols]

1 船体 2 取水管 3 ろ過器 4 空気混合器 5 放水管 6 ポンプ 7 ドレン 8 ろ層 9 曝気装置 10 バイパス管 21 圧力容器 22 充填材 23 入口 24 出口 31 エレメント 32 ケーシング A 水域 B 水底堆積物 DESCRIPTION OF SYMBOLS 1 Hull 2 Intake pipe 3 Filter 4 Air mixer 5 Drain pipe 6 Pump 7 Drain 8 Filtration layer 9 Aerator 10 Bypass pipe 21 Pressure vessel 22 Filler 23 Inlet 24 Outlet 31 Element 32 Casing A Water area B Water bottom sediment

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 水域の表層の水から植物プランクトン
及び有機物を除去すると共に、酸素を含む気体との接触
により水中の溶存酸素量を増大させ、これにより得られ
た処理水を水底に放出することを特徴とする富栄養化さ
れた水域の浄化方法。
1. A method for removing phytoplankton and organic matter from surface water of a water body, increasing the amount of dissolved oxygen in the water by contact with a gas containing oxygen, and discharging the treated water obtained thereby to the bottom of the water. A method for purifying eutrophic waters, characterized in that:
【請求項2】 水域の表層の水を取り込む取水手段
と、該取水手段からの原水に含まれる植物プランクトン
及び有機物を除去するろ過手段と、前記取水手段からの
原水の溶存酸素量を増大させる気液接触手段と、前記ろ
過手段及び気液接触手段により処理された処理水を水底
に放出する放水手段と、取水から放水に至るまでの水の
流れを生起させるポンプとを有することを特徴とする富
栄養化された水域の浄化装置。
2. A water intake means for taking in surface water of a water area, a filtration means for removing phytoplankton and organic substances contained in raw water from the water intake means, and a gas for increasing the amount of dissolved oxygen in the raw water from the water intake means. Liquid contact means, water discharge means for discharging treated water treated by the filtration means and gas-liquid contact means to the bottom of the water, and a pump for generating a flow of water from water intake to water discharge. A eutrophication water purifier.
【請求項3】 前記取水手段、前記ろ過手段、前記気
液接触手段、前記放水手段、及び前記ポンプを、浄化す
べき水域を航行可能な船体に搭載したことを特徴とする
請求項2に記載の富栄養化された水域の浄化装置。
3. The water intake means, the filtration means, the gas-liquid contact means, the water discharge means, and the pump are mounted on a hull capable of navigating a water area to be purified. Eutrophic water body purification equipment.
JP2000188709A 2000-06-23 2000-06-23 Method and apparatus for purifying eutrophied water Expired - Fee Related JP3631419B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000188709A JP3631419B2 (en) 2000-06-23 2000-06-23 Method and apparatus for purifying eutrophied water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000188709A JP3631419B2 (en) 2000-06-23 2000-06-23 Method and apparatus for purifying eutrophied water

Publications (2)

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JP2002001371A true JP2002001371A (en) 2002-01-08
JP3631419B2 JP3631419B2 (en) 2005-03-23

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JP2007138415A (en) * 2005-11-15 2007-06-07 Chugoku Electric Power Co Inc:The Water area cleaning method and cleaning facility
WO2008038913A1 (en) * 2006-09-29 2008-04-03 Shi Chun Yang Apparatus for removing deposit and water
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