JP4925652B2 - River water treatment methods - Google Patents

River water treatment methods Download PDF

Info

Publication number
JP4925652B2
JP4925652B2 JP2005344446A JP2005344446A JP4925652B2 JP 4925652 B2 JP4925652 B2 JP 4925652B2 JP 2005344446 A JP2005344446 A JP 2005344446A JP 2005344446 A JP2005344446 A JP 2005344446A JP 4925652 B2 JP4925652 B2 JP 4925652B2
Authority
JP
Japan
Prior art keywords
water
river
sediment
wood chip
layer
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.)
Active
Application number
JP2005344446A
Other languages
Japanese (ja)
Other versions
JP2007144343A (en
Inventor
みつる 高崎
Original Assignee
みつる 高崎
小川工業株式会社
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by みつる 高崎, 小川工業株式会社 filed Critical みつる 高崎
Priority to JP2005344446A priority Critical patent/JP4925652B2/en
Publication of JP2007144343A publication Critical patent/JP2007144343A/en
Application granted granted Critical
Publication of JP4925652B2 publication Critical patent/JP4925652B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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

Description

本発明は、おもに河川等における人造構造物によって閉鎖性水域となった箇所を改良し、海を育む河川の役割を高めるための水処理方法及び装置に関するものである。   TECHNICAL FIELD The present invention relates to a water treatment method and apparatus for improving the location of a closed water area mainly by a man-made structure in a river or the like and enhancing the role of a river that nurtures the sea.

閉鎖性水域では、特に河川流量の少ない時期に堰やダムの水質汚濁問題などが起こる。この問題を解決するためには、水交換や循環が大切になる。また一旦水が停滞し、底質や底層の水が無酸素化する場合には、それを解決するために何らかの対策が行われてきた。底層で起こる無酸素化の原因は、底質や底層に存在する有機質に富む沈降物質などが原因となっている。表層などで生産されたプランクトンや養殖魚貝類の排泄物は、底質上に沈降した後、底質表層を滑るように漂い、水域底層の酸素消費の原因になっている。
ダムや堰など河川の水域底層部での溶存酸素枯渇は水生生物の生態系に大きなダメージを与える。また、港や入り江などの酸欠は底質に生息している底生生物の生育環境を奪い魚類やエビ、貝類などの減少を引き起こす。
このような酸欠に起因する水質問題を解決するには、曝気や循環、浚渫や底質改善、などの方法がある。しかし、これらの方法は、効果が長続きしなかったり、持続的な対策が必要になったりしている。
In closed water areas, weir and dam water pollution problems occur especially when the river flow is low. Water exchange and circulation are important to solve this problem. Moreover, when water stagnates and the bottom sediment and bottom layer water become oxygen-free, some measures have been taken to solve it. The cause of oxygen depletion that occurs in the bottom layer is caused by sediments rich in organic matter in the bottom layer and bottom layer. The excrement of plankton and cultured fish shellfish produced on the surface layer, etc., sinks on the bottom sediment and then drifts on the bottom surface layer, causing oxygen consumption in the bottom of the water area.
Dissolved oxygen depletion at the bottom of rivers such as dams and weirs can cause serious damage to aquatic ecosystems. In addition, oxygen deficiency in harbors and bays deprives the growth environment of benthic organisms that inhabit sediments and causes a decrease in fish, shrimp, shellfish, and the like.
In order to solve the water quality problem due to such oxygen deficiency, there are methods such as aeration, circulation, dredging and bottom sediment improvement. However, these methods do not last long and require continuous measures.

現在、閉鎖性水域の浚渫や汚泥処理の手順は、1)船などを使った浚渫、2)水域現場から陸への底質・ヘドロの搬送、3)底質処理または脱水など、4)処分場や埋め立て地への輸送、となっていた。このように一旦閉鎖性の強い水域にヘドロ状の底質が堆積するとその解決には多くの手間とエネルギーが必要となった。
閉鎖性の水域に強制的に酸素を送り込むような取り組みも見出せる(例えば、特許文献1参照)。その方法には古くからあるような曝気法に加え、溶存状態の酸素を水に溶かして送り込む方法なども提唱されている。
ダムなどに堆積した堆砂を水交換によって排出しようとする方法にポンプや機械などを用いる方法もある。既設のダムなどに貫通孔を設けて堆砂を排出する試みも見られる。さらに堰やダムに設けたゲートの開閉によって流量調整を行い、それに伴って水域の水と、比重の軽い底質が排出されていくだろうとするシステムも見られる。
また、砂やヘドロなどを入れたろ過システムに水を通過させるといった提案もある(例えば、特許文献2参照)。
At present, the procedures for dredging and sludge treatment in closed water areas are 1) dredging using ships, 2) transport of sediment / sludge from the water area to land, 3) sediment treatment or dehydration, etc. 4) disposal It was transported to yard and landfill. In this way, once sludge-like sediments are deposited in a closed water area, a lot of labor and energy are required to solve the problem.
An approach for forcibly sending oxygen into a closed water area can also be found (for example, see Patent Document 1). In addition to the aeration method that has been used for a long time, such a method has been proposed in which dissolved oxygen is dissolved in water and sent.
There is also a method of using a pump or a machine as a method for discharging sediment deposited in a dam by water exchange. Attempts have also been made to discharge sediment by providing through holes in existing dams. There are also systems where the flow rate is adjusted by opening and closing gates in dams and dams, and water in the water area and sediment with a low specific gravity are discharged.
There is also a proposal of passing water through a filtration system containing sand or sludge (see, for example, Patent Document 2).

特開平7−8998号公報Japanese Patent Laid-Open No. 7-8998 特開2002−355689号公報JP 2002-355589 A

しかし、沈木をチップ化したものを濾材に用いた層に水を通水させるといった方法は提案されていない。さらに、河川管理上大きな問題となっている流木が沈んだ沈木を対象に、チップ化させて環境保全システムに用いるといった考え方も提案されてこなかった。   However, no method has been proposed in which water is passed through a layer in which the submerged trees are made into chips. In addition, there has been no proposal of using a chip that is a sinking sink of driftwood, which is a major problem in river management, for use in an environmental conservation system.

ところで、底質には、いわゆる「底質」と、水中を漂ったプランクトンなどが底質上に沈殿集積して形成された「浮泥」とが存在している。有機物を多く含み還元状態で真っ黒な底質や浮泥は、いわゆるヘドロと呼ばれ酸素消費速度が大きい。その酸素消費は大きく二段階で進む。二段階それぞれの規模は還元状態にもよるが、底質が酸素を受け取れる状態になると、最初に大きな速度で起こる酸素消費(化学的酸化)が起こり、それに続いて微生物呼吸による速度の遅い酸素消費が起こる。このなかで、化学的な酸化速度は大きいため、通常の酸素供給ではこの部分が酸素供給速度に勝るため、底質はなかなか酸化されない。しかも化学的酸化の継続時間は短いという課題がある。
このような特徴を持つ底質は、閉鎖性水域の中で、水の動きのほとんど無い底層に集積し、ヘドロ化の原因となっていた。従って、底層部に沈殿集積して形成された「浮泥」と、有機物を多く含み還元状態で真っ黒な底質などいわゆるヘドロ化を防ぐことが出来れば、底質に由来する水質汚濁は解決できる。
By the way, there are so-called “bottom sediment” and “floating mud” formed by sedimentation and accumulation of plankton drifting in water on the sediment. Sediment and floating mud that are rich in organic substances and in a reduced state are called sludge and have a high oxygen consumption rate. The oxygen consumption proceeds greatly in two stages. The scale of each of the two stages depends on the reduction state, but when the sediment is ready to receive oxygen, oxygen consumption (chemical oxidation) occurs at a high rate first, followed by slow oxygen consumption due to microbial respiration. Happens. Among these, since the chemical oxidation rate is large, this portion is superior to the oxygen supply rate in normal oxygen supply, and therefore the bottom sediment is not easily oxidized. Moreover, there is a problem that the duration of chemical oxidation is short.
The sediment with such characteristics accumulated in the bottom layer with little movement of water in the closed water area, causing sludge formation. Therefore, if it is possible to prevent so-called sludge formation such as “floating mud” formed by sedimentation and accumulation in the bottom layer, and black sediment in a reduced state that contains a large amount of organic matter, water pollution derived from the bottom can be solved. .

また、森・川・海の連携を考え、海を育む河川環境を創出するためには、河川中の有機物や、窒素の削減が必要な箇所や、ケイ酸供給が効果的な箇所がある。この問題は、底質だけでなく、水や河川水に含まれる浮遊物までを含んで、浄化や生態系の創出を可能とするシステムであることが望ましい。   In addition, in order to create a river environment that nurtures the sea in consideration of cooperation between forests, rivers, and the sea, there are places where it is necessary to reduce organic matter and nitrogen in the river, and places where silicic acid supply is effective. It is desirable for this problem to be a system that can purify and create ecosystems, including not only bottom sediments but also suspended matter contained in water and river water.

本発明は、上述した課題を解決するためになされたもので、沈木を有効に活用して閉鎖性水域の浄化とヘドロ化を防ぐ河川の水処理方法及び装置を提供することを目的とする。   The present invention has been made to solve the above-described problems, and an object of the present invention is to provide a river water treatment method and apparatus that effectively uses a sink to prevent purification of a closed water area and prevent sludge formation.

本発明に係る河川の水処理方法は、沈木を砕片化した沈木チップを堰本体の近傍上流側の底部に敷き詰めて沈木チップろ過層を形成し、この沈木チップろ過層に水を通過させ、通過水を前記堰本体の排水路から下流側へ排出することを特徴とするものである。   The water treatment method for a river according to the present invention forms a sedimentation chip filtration layer by spreading the sedimentation chip broken into pieces of sedimentation on the bottom near the upstream side of the weir body, allowing water to pass through the sedimentation chip filtration layer Water is discharged from the drainage channel of the weir body to the downstream side.

本発明では、沈木を利用しこれをチップ化したものを濾材として沈木チップろ過層を堰本体の近傍上流側の底部に形成したものであり、この沈木チップろ過層に閉鎖性水域の水を通過させることにより、沈木チップに付着した微生物により有機物および窒素を除去するとともに、フミン物質を供給することができる。したがって、河川の閉鎖性水域の浄化ができ、かつ低層部のヘドロ化を防ぐことができる。さらには沈木チップろ過層を通過した水にはフミン物質が溶出しているため、これが海へ流入することで海を豊にすることができ、これにより海を育む河川環境を創出することができる。   In the present invention, a sedimented wood chip filtration layer is formed on the bottom of the upstream side of the weir body using a sedimentation chip made of sedimented wood as a filter medium, and water in a closed water area passes through the sedimented wood chip filtration layer. By doing so, organic substances and nitrogen can be removed by microorganisms attached to the settled wood chip and a humic substance can be supplied. Therefore, it is possible to purify the closed water area of the river and to prevent the lower layer from becoming sludge. Furthermore, since humic substances are eluted in the water that has passed through the sedimentation chip filtration layer, it can be enriched by flowing into the sea, thereby creating a river environment that nurtures the sea. .

以下、本発明の実施の形態を図面に基づいて説明する。
図1は本発明の実施の形態における河川の水処理装置の概要を部分断面で示す構成図であり、図2はその平面図である。
この水処理装置は、流木が沈降した沈木を利用し、その沈木を例えば長さ20cm以下のチップに砕片化した沈木チップ1を蛇籠などの網かご2に充填し、その網かご2を複数個堰本体3の近傍上流側の底部に敷き詰めて沈木チップろ過層4を形成したものである。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a block diagram showing an outline of a river water treatment apparatus in an embodiment of the present invention in a partial cross section, and FIG. 2 is a plan view thereof.
This water treatment device uses a sink where a driftwood sinks, and fills a net cage 2 such as a gabion with a set of shredded chips 1 broken into chips having a length of 20 cm or less. A sinking wood chip filtration layer 4 is formed by spreading on the bottom of the dam body 3 in the vicinity of the upstream side.

沈木チップろ過層4を設置するには、堰本体3の近傍上流側の底部を掘り下げ、コンクリート製の囲いにより形成される収容部5を構築し、このコンクリート製収容部5の底部に集水管あるいは溝などからなる集水路6を一つもしくは複数設け、この収容部5の中に沈木チップ1を充填した網かご2を複数敷き詰める。
また、集水路6は、堰本体3の内部を貫通する排水路7に連通している。また、排水口8の位置は特に限定するものではないが、溢流口9と沈木チップろ過層4との間に設けることが好ましい。なお、排水路7には開閉弁あるいはゲート(図示せず)を設けてもよい。
In order to install the sinking wood chip filtration layer 4, the bottom portion in the vicinity of the weir body 3 is dug down to construct a housing portion 5 formed by a concrete enclosure, and a water collecting pipe or One or a plurality of water collecting channels 6 made of grooves or the like are provided, and a plurality of net cages 2 filled with the sinking wood chips 1 are laid in the accommodating portion 5.
The water collecting channel 6 communicates with a drainage channel 7 that penetrates the inside of the weir body 3. Moreover, although the position of the drain port 8 is not particularly limited, it is preferably provided between the overflow port 9 and the sinking wood chip filtration layer 4. The drainage channel 7 may be provided with an on-off valve or a gate (not shown).

さらに、沈木チップろ過層4は、単層または複数層として構成することができる。この場合、下層部には大きめ(粗め)の沈木チップを充填し、上層部には小さめ(細め)の沈木チップを充填して粗密構造のろ過層としてもよい。粗密のろ過層は、同じ網かご2の中で粗密となるように複数層に形成してもよいし、粗めの沈木チップ入り網かご2と細めの沈木チップ入り網かご2を積み重ねて形成してもよい。   Furthermore, the sinking wood chip filtration layer 4 can be configured as a single layer or a plurality of layers. In this case, the lower layer portion may be filled with a larger (rougher) settled wood chip, and the upper layer portion may be filled with a smaller (thinner) settled wood chip to form a filtration layer having a dense structure. The coarse and dense filtration layer may be formed in a plurality of layers so as to be dense in the same mesh basket 2 or formed by stacking the coarse basket basket 2 and the narrow basket basket 2 May be.

本実施形態では、チップ製造機やクレーンなどを現場に搬入し、河川やダムなどに沈んでいる沈木を拾い上げてチップ製造機にかけ、沈木チップ1をつくる。この沈木チップ1を網かご2に充填し、クレーンでその網かご2を堰本体3の近傍上流側の底部に構築したコンクリート製収容部5の中に敷き詰めて沈木チップろ過層4を形成する。その後、図示しない開閉弁あるいはゲートを開いて集水路6と排水路7を連通させる。   In the present embodiment, a chip manufacturing machine, a crane, and the like are carried into the site, and a sinking tree sinking in a river or a dam is picked up and applied to the chip manufacturing machine to make a sinking chip 1. This sinking wood chip 1 is filled into a net cage 2 and the net cage 2 is spread by a crane in a concrete housing part 5 constructed at the bottom of the upstream side in the vicinity of the weir body 3 to form the sinking wood chip filtration layer 4. Thereafter, an open / close valve or a gate (not shown) is opened to connect the water collection channel 6 and the drainage channel 7.

堰本体3で堰き止められた水は、図1に矢印で示すように、沈木チップろ過層4に流入し、その沈木チップろ過層4を流下する。このとき、砂を含んだヘドロ状の底質層10も沈木チップろ過層4に流入する。そして、沈木チップろ過層4を通過した水は、上流側の水位が上昇したとき、集水路6から排水路7を通り排水口8より下流側へ流れ落ちる。
本実施形態の水処理装置では、ろ過層4は、沈木チップ1を濾材として使用したものであるため、沈木チップ1に付着した微生物により有機物と窒素を除去することができる。さらに、沈木チップ1は水中にフミン物質を供給する。フミン物質は海への鉄分の供給を支えるため、海を豊にするための重要な物質の一つである。その成分はフミン酸、フルボ酸およびヒマトメラニン酸に分類される。なかでも、フミン酸、フルボ酸が特に有効である。
As shown by the arrow in FIG. 1, the water blocked by the weir body 3 flows into the sinkwood chip filtration layer 4 and flows down the sinkwood chip filtration layer 4. At this time, the sludge bottom sediment layer 10 containing sand also flows into the sedimented wood chip filtration layer 4. Then, when the water level on the upstream side rises, the water that has passed through the settled wood chip filtration layer 4 flows from the drainage channel 6 through the drainage channel 7 to the downstream side from the drainage port 8.
In the water treatment apparatus of this embodiment, since the filtration layer 4 uses the sedimented wood chip 1 as a filter medium, organic substances and nitrogen can be removed by microorganisms attached to the sedimented wood chip 1. Further, the sinking wood chip 1 supplies humic substance in water. The humic substance is one of the important substances to enrich the sea because it supports the supply of iron to the sea. Its components are classified as humic acid, fulvic acid and himatomelanic acid. Of these, humic acid and fulvic acid are particularly effective.

したがって、本実施形態によれば、水の汚濁原因となる有機物及び窒素が除去されるとともに、フミン物質およびケイ酸を供給するので、河川水の浄化とともに海を豊にすることができる。また、沈木チップろ過層4の面積を可能な限り大きくすることにより、閉鎖性水域のヘドロ化を広範囲にわたって防ぐことができる。さらに、河川管理上問題となる沈木を有効利用するものであるので、環境保全対策としても有意義である。   Therefore, according to the present embodiment, the organic matter and nitrogen that cause water pollution are removed, and the humic substance and silicic acid are supplied. Therefore, it is possible to enrich the sea while purifying the river water. Moreover, by making the area of the sinking wood chip filtration layer 4 as large as possible, sludge formation in the closed water area can be prevented over a wide range. Furthermore, since it effectively uses the sinking trees that are a problem in river management, it is also meaningful as an environmental conservation measure.

沈木チップを利用することによる本発明の効果を図3及び図4に示す。図3はフミン物質の溶出量を時間経過とともにあらわした実験結果であり、図4は窒素除去の状況を時間経過とともにあらわした実験結果である。   The effect of the present invention by using a sinking chip is shown in FIGS. FIG. 3 is an experimental result showing the elution amount of the humic substance with time, and FIG. 4 is an experimental result showing the state of nitrogen removal with time.

図3に示すように、実験開始後からの時間経過に伴い紫外部吸光度uv260nmは増加していく傾向を示した。紫外部吸光度uv260nmはフミン物質の選択的な波長で、河川中では主に鉄(溶存態Fe)との相関が強いことが知られている。木のチップから溶出したフミン物質は、豊かな海に不足していると広く知られている鉄などを海で海藻や植物プランクトン生産に役立つものと考えられている。   As shown in FIG. 3, the ultraviolet absorbance uv 260 nm tended to increase with the passage of time from the start of the experiment. The ultraviolet absorbance uv 260 nm is a selective wavelength of humic substances and is known to have a strong correlation with iron (dissolved Fe) mainly in rivers. The humic substances eluted from wood chips are thought to be useful for the production of seaweed and phytoplankton in the sea, such as iron, which is widely known to be deficient in the rich sea.

図4は、河川水を充填したカラムの中に沈木を入れ、水を循環させた状態で測定した水中の総窒素濃度変化を示す。
河川水中での窒素除去は、自然界ではほとんど期待できない。下水処理などでも窒素除去に目的を絞ったシステムが必要になっている。しかし河川中の沈木には、図4に示すような特異的な窒素除去傾向が示される。窒素除去では、有機物が木表面脱窒菌の働きに使われるため、微生物分解可能なBOD成分などの有機物が窒素除去に伴って減少する。
FIG. 4 shows changes in the total nitrogen concentration in the water measured in a state where a sink tree is placed in a column filled with river water and the water is circulated.
Nitrogen removal in river water is hardly expected in nature. There is a need for a system that focuses on nitrogen removal even in sewage treatment. However, a specific tendency of nitrogen removal as shown in FIG. In nitrogen removal, organic substances are used for the action of denitrifying bacteria on the tree surface, so organic substances such as BOD components that can be decomposed by microorganisms decrease with nitrogen removal.

本発明の実施の形態における河川の水質改良装置の概要を部分断面で示す構成図。The block diagram which shows the outline | summary of the water quality improvement apparatus of the river in embodiment of this invention in a partial cross section. 水質改良装置の平面図。The top view of a water quality improvement apparatus. 沈木チップによるフミン物質の溶出量の経時変化を示す実験結果のグラフ。The graph of the experimental result which shows the time-dependent change of the elution amount of the humic substance with a sinking wood chip. 沈木チップによる窒素除去の経時変化を示す実験結果のグラフ。The graph of the experimental result which shows the time-dependent change of nitrogen removal by a sinking wood chip.

符号の説明Explanation of symbols

1 沈木チップ
2 網かご
3 堰本体
4 沈木チップろ過層
5 コンクリート製収容部
6 集水路
7 排水路
8 排水口
9 溢流口
10 底質層
DESCRIPTION OF SYMBOLS 1 Sunk wood chip 2 Net basket 3 Weir body 4 Sunk wood chip filtration layer 5 Concrete container 6 Catchment channel 7 Drainage channel 8 Drainage port 9 Overflow port 10 Bottom sediment layer

Claims (1)

沈木を砕片化した沈木チップを堰本体の近傍上流側の底部に敷き詰めて沈木チップろ過層を形成し、この沈木チップろ過層に水を通過させ、通過水を前記堰本体の排水路から下流側へ排出することを特徴とする河川の水処理方法。   Sediment chips broken into pieces are spread on the bottom near the upstream side of the weir body to form a sedimented chip filtration layer. A method for water treatment of rivers characterized by being discharged into the river.
JP2005344446A 2005-11-29 2005-11-29 River water treatment methods Active JP4925652B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2005344446A JP4925652B2 (en) 2005-11-29 2005-11-29 River water treatment methods

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2005344446A JP4925652B2 (en) 2005-11-29 2005-11-29 River water treatment methods

Publications (2)

Publication Number Publication Date
JP2007144343A JP2007144343A (en) 2007-06-14
JP4925652B2 true JP4925652B2 (en) 2012-05-09

Family

ID=38206384

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2005344446A Active JP4925652B2 (en) 2005-11-29 2005-11-29 River water treatment methods

Country Status (1)

Country Link
JP (1) JP4925652B2 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101085199B1 (en) 2009-10-09 2011-11-21 유한회사 원진엔비텍 Floating removal and filtering system of branch stream
JP5748206B2 (en) * 2011-03-31 2015-07-15 みつる 高崎 Water purification system and water purification method
KR102068627B1 (en) * 2017-05-23 2020-01-21 다주건설 (주) Water purifying apparatus for river and water purifying using the same
KR102098234B1 (en) * 2017-06-12 2020-05-26 다주건설 (주) Water purifying apparatus for river and water purifying using the same
CN109371904B (en) * 2018-12-03 2024-04-16 中国电建集团江西省电力建设有限公司 Ecological filtering dam for treating medium and small river
KR102351049B1 (en) * 2019-08-07 2022-01-12 신은영 Debris barrier with integrated side wall

Family Cites Families (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52103839A (en) * 1976-02-25 1977-08-31 Tokai Kagaku Kk Method of purifying waste water
JPS6040409A (en) * 1983-08-16 1985-03-02 Nippon Solid Co Ltd Improvement of environment of dam and river
JPS63233771A (en) * 1987-03-24 1988-09-29 Hirohiko Iwamoto Preparation of 'sake' (japanese rice wine) containing wood piece and packed in cup
JP2925617B2 (en) * 1989-12-27 1999-07-28 みつる 高崎 Sewage treatment equipment
JP3191971B2 (en) * 1992-01-21 2001-07-23 タチバナペーパーウェアー株式会社 Simple water purification system for rivers
JPH0645896U (en) * 1992-12-01 1994-06-21 財団法人ダム水源地環境整備センター Driftwood recovery ship
JPH0929277A (en) * 1995-07-17 1997-02-04 B Bai B:Kk Device for purifying quality of water of river
JPH0947773A (en) * 1995-08-09 1997-02-18 Tatsuo Kato Waste water treatment with wood and effective microorganism group
JP3826511B2 (en) * 1997-09-30 2006-09-27 石川島播磨重工業株式会社 River purification equipment and river water purification method
JP3251896B2 (en) * 1997-12-08 2002-01-28 社団法人日本農業集落排水協会 Humic pellets
WO1999059925A1 (en) * 1998-05-18 1999-11-25 Mitsuru Takasaki Method and device for cleaning water using dredged soil and method of improving dredged soil
JP2001079441A (en) * 1999-09-10 2001-03-27 Shinko Engineering Co Ltd Plant waste treatment apparatus
JP2002035522A (en) * 2000-07-27 2002-02-05 Eco Water Japan:Kk Filter medium for water treatment and water treatment apparatus
JP2002126444A (en) * 2000-10-27 2002-05-08 Moriaki Nakamura Deodorizing device using woody chip as microbe carrier
JP2002166285A (en) * 2000-11-29 2002-06-11 Tasutemu:Kk Sewage cleaning device by mobile contacting material and defecator installed in tank
JP3730168B2 (en) * 2001-12-27 2005-12-21 環境工学株式会社 Water purification device and water purification structure
JP2004159610A (en) * 2002-11-15 2004-06-10 Mitsuru Takasaki Sea weed growing reef and method for forming sea weed bed
JP3448813B1 (en) * 2002-12-24 2003-09-22 株式会社エヌ・エス・テック Substrate for wastewater purification treatment and method for producing the same
JP4430914B2 (en) * 2003-10-02 2010-03-10 昭彦 ▲吉▼田 Aquatic ecosystem regeneration method
JP2005313093A (en) * 2004-04-28 2005-11-10 Japan Science & Technology Agency Method for removing nitrogen in waste water using vegetable solid matter
JP2007090317A (en) * 2005-09-29 2007-04-12 Akira Sato Method for purifying river water utilizing earth conglomerate deposited on dam

Also Published As

Publication number Publication date
JP2007144343A (en) 2007-06-14

Similar Documents

Publication Publication Date Title
KR100423662B1 (en) System of the purification river water with biological contact oxidation type to install on any natural river banks and water sides
JP4925652B2 (en) River water treatment methods
KR100897258B1 (en) Draining unit for purifying the non-point pollution source in rainwater
KR100375052B1 (en) the nature purify method for a damp area to be made artificially and that equipment
KR101186604B1 (en) Non-point source contaminant treatment apparatus using activated-bio carrier
JP4299382B2 (en) Artificial wetland for water treatment
KR101268382B1 (en) Hybrid constructed wetland for protecting the costal and natural wetlands
KR101202677B1 (en) A purification apparatus of rainwater or water in reserve
KR101676378B1 (en) Water flow system
KR20010000343A (en) Method of natural water quality improvement using multistep storage apparatus
Heinzmann Improvement of the surface water quality in the Berlin region
WO1993023338A1 (en) Purifying apparatus
KR20110074380A (en) Small structured constructed wetland for controlling nps and connecting the ecosystem on bridge
KR20060121793A (en) Method to purify polluted river water
JP4726675B2 (en) Seepage bank
KR200251872Y1 (en) the nature purify equipment for a damp area to be made artificially
Pan et al. Effect of material particle size on the permeability characteristics and sediment retention performance of cascade permeable dam
CN214528606U (en) Novel ecological filtering pond applied to wetland
JPS63200892A (en) Continuous cleaning system of flowing water utilizing water level varying device of catalytic oxidation bank
JP2010000429A (en) Method for purifying water area and water purification device
JP2008149248A (en) Water purification apparatus
JP2002273471A (en) Equipment and method for purifying water
KR20060126869A (en) Method to purify polluted river water
JPH0374153B2 (en)
KR20150054730A (en) Friendly water quality purifier capable of producing electricity by recovering river ecosystem using automatic fishing line while completely purifying and purifying various trashes and impurities contained in rainwater generated from point pollution sources and nonpoint pollution sources Eco-friendly power generation system

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20081105

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20101018

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20111108

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20120106

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20120131

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20120207

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150217

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

Ref document number: 4925652

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250