JPH0985282A - Water improving apparatus of rivers or lakes or marshes - Google Patents

Water improving apparatus of rivers or lakes or marshes

Info

Publication number
JPH0985282A
JPH0985282A JP7267999A JP26799995A JPH0985282A JP H0985282 A JPH0985282 A JP H0985282A JP 7267999 A JP7267999 A JP 7267999A JP 26799995 A JP26799995 A JP 26799995A JP H0985282 A JPH0985282 A JP H0985282A
Authority
JP
Japan
Prior art keywords
tank
water
water quality
bacteria
soil
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
Application number
JP7267999A
Other languages
Japanese (ja)
Inventor
Yaichirou Sawanoi
弥一郎 澤ノ井
Hiroshi Matsukawa
洋 松川
Kenji Honda
健二 本田
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.)
Teijin Eco Science Co Ltd
Original Assignee
Teijin Eco Science Co Ltd
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 Teijin Eco Science Co Ltd filed Critical Teijin Eco Science Co Ltd
Priority to JP7267999A priority Critical patent/JPH0985282A/en
Publication of JPH0985282A publication Critical patent/JPH0985282A/en
Pending legal-status Critical Current

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  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a water improving apparatus simple in equipment maintenance, low in maintenance cost and excellent in practicality by providing a bacteria treatment tank supporting inclusively fixed photosynthetic bacteria on a raw water supply side and providing a contact oxidizing tank supporting a reticulated member composed of fibers on the downstream side thereof. SOLUTION: A water improving apparatus main body 1 is divided into three tanks and a sand sedimentation tank 2 is divided into two tanks by a submerged weir plate 2a. A bacteria treatment tank (biological tank) 3 supports inclusively fixed photosynthetic bacteria 3 and a contact oxidizing tank 4 has a plurality of fishing nets 4a vertically arranged thereto and has a distributing plate 4b on the upstream side thereof. A falling aeration tank 5 is provided to the downstream end of the contact oxidizing tank 4 and treated water is once stored in the tank 5 to be discharged from a discharge pipe 6a. If photosynthetic bacteria are used as above, water can be directly purified and improved and the photosynthetic bacteria contribute to the activation of pollutant decomposing bacteria as a nutrition source of bacteria to enhance water improving efficiency.

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、河川、湖沼、下水
処理水などの水質を改善するための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 device for improving the quality of water such as rivers, lakes, and sewage treatment water.

【0002】[0002]

【従来の技術】生活排水、工場排水、農薬散布などによ
る河川、湖沼、海域の水質悪化は重大な社会問題になっ
ている。国および地方自治体の法規制、下水道の整備な
どにより改善されて来ているが、アオコ、赤潮などの発
生が認められ、水質の点で十分でないのが現状であり、
早急に解決すべき重要な課題となっている。
2. Description of the Related Art Deterioration of water quality in rivers, lakes and marshes due to domestic wastewater, factory wastewater, spraying of agricultural chemicals, etc. has become a serious social problem. Although it has been improved by the laws and regulations of the national and local governments, the development of sewerage, etc., the occurrence of water-bloom, red tide, etc. is recognized, and the current situation is that water quality is not sufficient.
It has become an important issue that must be resolved immediately.

【0003】特に、浄化設備では汚泥の除去などの維持
管理、浄化では栄養塩(窒素、リンなど)の除去が重要
な課題になっている。
In particular, maintenance and management such as sludge removal in purification facilities, and removal of nutrient salts (nitrogen, phosphorus, etc.) have become important issues in purification.

【0004】従来、これらの課題を解決するために、植
物を利用した浄化装置、礫間および木炭による接触酸化
装置などが用いられ、また接触材として各種形状のプラ
スチック材も使用されている。
Conventionally, in order to solve these problems, a purifying apparatus using plants, a catalytic oxidizer using gravel and charcoal, etc. have been used, and various shapes of plastic materials have also been used as contact materials.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、このよ
うな従来装置においては、水質の改善・向上率が低かっ
たり、また、長期間の使用により効率が低下したり、維
持保全のための費用が高くなるといった種々の問題を有
し、必ずしも実用的に確立された装置とはいえないもの
であった。
However, in such a conventional apparatus, the improvement / improvement rate of water quality is low, the efficiency is lowered due to long-term use, and the cost for maintenance is high. However, it is not always a practically established device.

【0006】したがって、本発明は、河川、湖沼、下水
処理水などの水質を改善、向上率が良好で、かつ長期に
わったて安定して使用可能であり、しかも設備維持が簡
単で維持コストも低廉な、実用性にすぐれた水質改善装
置を提供しようとするものである。
Therefore, the present invention improves the water quality of rivers, lakes and marshes, sewage treatment water, etc., has a good improvement rate, and can be stably used for a long period of time, and the facility maintenance is simple and the maintenance cost is low. Also aims to provide an inexpensive and highly practical water quality improving device.

【0007】[0007]

【課題を解決するための手段】本発明は、上記の課題を
解決するもので、原水供給側に包括固定した光合成細菌
を担持した微生物処理槽(バイオ槽)を設け、その下流
側に繊維で構成した網状体を担持した接触酸化槽を設け
て、原水をこれらの槽に順次通すことによって水質改善
を行うようにした、新規な水質改善装置に係るものであ
り、さらには、上記接触酸化槽の下流側に火山性土壌を
充填した土壌浄水槽を付加して、特に栄養塩の含量の少
ない清浄な処理水を得る水質改善装置に係るものであ
る。
Means for Solving the Problems The present invention is to solve the above-mentioned problems by providing a microbial treatment tank (bio tank) carrying entrapping and fixing photosynthetic bacteria on the raw water supply side, and using a fiber on the downstream side. The present invention relates to a novel water quality improving device, which is provided with a catalytic oxidation tank supporting a reticulated body, and improves the water quality by sequentially passing raw water through these tanks. The present invention relates to a water quality improving device which obtains clean treated water with a particularly low content of nutrients by adding a soil water purification tank filled with volcanic soil on the downstream side of.

【0008】[0008]

【発明の実施の形態】以下、図面に基づいて、本発明の
実施態様を詳細に説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described in detail below with reference to the drawings.

【0009】図1は、本発明に係る、微生物処理槽(バ
イオ槽)と接触酸化槽とからなる水質改善装置の一例を
示す斜視図であり、図2は、本発明において上記微生物
処理槽および接触酸化槽と組み合わせて好適に設置され
る土壌浄水槽の一例を示す斜視図である。
FIG. 1 is a perspective view showing an example of a water quality improving device comprising a microorganism treatment tank (bio tank) and a catalytic oxidation tank according to the present invention, and FIG. It is a perspective view which shows an example of the soil water purification tank suitably installed in combination with a contact oxidation tank.

【0010】図1において、1は本発明に係る水質改善
装置本体であり、全体として直方体の槽を形成する。
In FIG. 1, reference numeral 1 denotes a water quality improving device main body according to the present invention, which forms a rectangular parallelepiped tank as a whole.

【0011】該本体1は、図1に示すごとく3つの槽に
分割され、原水供給側から最初の槽2は沈砂槽であり、
該沈砂槽2は潜り堰板2aにより2分割されている。こ
れに続く第2の槽3は、包括固定された光合成細菌3a
を担持した微生物処理槽(バイオ槽)である。さらにそ
の下流側に続く第3の槽4は、金枠に張り付けた合成繊
維または天然繊維からなる漁網4aを複数個垂直方向に
設置した接触酸化槽であって、その上流側には整流板4
bが設けられている。図1の例では、該接触酸化槽4の
下流端には、これに接して落下曝気槽(落差曝気槽)5
を設け、一旦処理水をこの槽5に溜めた後、放流管6a
より処理水を放流するようにしている。なお、上流側の
1aは該水質改善装置本体1に原水を流入させる原水供
給管である。
The main body 1 is divided into three tanks as shown in FIG. 1, and the first tank 2 from the raw water supply side is a sand settling tank,
The sand settling tank 2 is divided into two by a submerged dam plate 2a. The second tank 3 following this is a photosynthetic bacterium 3a that is entrapped and fixed.
It is a microbial treatment tank (bio tank) carrying. Further, the third tank 4 continuing to the downstream side is a contact oxidation tank in which a plurality of fishing nets 4a made of synthetic fibers or natural fibers attached to a metal frame are installed in the vertical direction.
b is provided. In the example of FIG. 1, a drop aeration tank (head aeration tank) 5 is provided at the downstream end of the catalytic oxidation tank 4 in contact with it.
Is provided and the treated water is once stored in the tank 5, and then the discharge pipe 6a is provided.
More treated water is discharged. The upstream side 1a is a raw water supply pipe through which raw water flows into the water quality improvement device main body 1.

【0012】沈砂槽2、微生物処理槽3および接触酸化
槽4の下部には、それぞれ空間を設けて、沈下および/
または発生した汚泥などをここに滞留させ、必要に応じ
て、本体1の底部に設けた汚泥抜きから溜まった汚泥を
適宜の手段で抜き取る。
Spaces are provided below the sand settling tank 2, the microbial treatment tank 3 and the contact oxidation tank 4, respectively.
Alternatively, the generated sludge or the like is accumulated here, and if necessary, the accumulated sludge is extracted from the sludge extractor provided at the bottom of the main body 1 by an appropriate means.

【0013】この装置において、供給管1aより供給さ
れた原水は、沈砂槽2、微生物処理槽3、接触酸化槽4
を経て、流動し、落下曝気槽5から放流管6aを介して
放流される。
In this apparatus, the raw water supplied from the supply pipe 1a is a sand settling tank 2, a microbial treatment tank 3, and a catalytic oxidation tank 4.
Through the discharge aeration tank 5 through the discharge pipe 6a.

【0014】図1に示した装置では、微生物処理槽3の
上流側に沈砂槽2を設けているが、砂状物の少ない原水
処理に対しては、これを省略することもできる。また、
沈砂槽2の形態としては、図示のものに限らず、任意の
形態のものを用いることができ、また、潜り堰板2aに
ついても必要に応じて数を増減することもできる。
In the apparatus shown in FIG. 1, the sand settling tank 2 is provided on the upstream side of the microbial treatment tank 3, but this can be omitted for the treatment of raw water with a small amount of sandy substances. Also,
The form of the sand settling tank 2 is not limited to the one shown in the figure, and any form can be used, and the number of submerged dam plates 2a can be increased or decreased as necessary.

【0015】微生物処理槽3に担持する、包括固定され
た光合成細菌としては、光エネルギーを用いて光無機栄
養または光有機栄養によって成育する細菌であり、ロド
スピリルム(Rhodospirillum)属、ロドシュードモナス
(Rhodopseudomonas)属、クロマテゥム(Chromatium)
属、クロロフレクサス(Chloroflexus)属、クロロビウ
ム(Chlorobium) )属などのいずれに属する細菌も使用
可能であり、好適な光合成細菌の具体例としては、ロド
シュードモナス カプスラータ(Rp. capsulata)、ロド
シュードモナス フィリディス(Rp. viridis )、ロド
スピリルム ルブラム(Rs. rubrum) などが挙げられ
る。これらの光合成細菌は湖沼など高濃度生息域から採
水し、培養、濃縮してもよいが、市販の光合成細菌を用
いることができる。
The photosynthetic bacteria which are entrapped and fixed on the microorganism treatment tank 3 are bacteria that grow by photoinorganic nutrition or photoorganotrophy using light energy, and are of the genus Rhodopseudomonas of the genus Rhodospirillum. Genus, Chromatium
Bacteria belonging to any of the genera, Chloroflexus genus, Chlorobium genus, and the like can be used. Specific examples of suitable photosynthetic bacteria include Rhodopseudomonas capsulata and Rhodopseudomonas philidis. Rp. Viridis) and Rhodospirillum rubram (Rs. Rubrum). These photosynthetic bacteria may be collected, cultured and concentrated from a highly concentrated habitat such as a lake, but commercially available photosynthetic bacteria can be used.

【0016】また、光合成細菌を包括固定する担体とし
ては、寒天、カラーギーナン、アルギン酸などの天然高
分子ゲルおよびポリビニルアルコール、ポリアクリルア
ミドなどの合成高分子ゲルがあるが、光合成細菌その他
存在する微生物に対する栄養塩としても利用できる寒天
が有利に用いられる。
As carriers for entrapping immobilization of photosynthetic bacteria, there are natural polymer gels such as agar, color geninan and alginic acid, and synthetic polymer gels such as polyvinyl alcohol and polyacrylamide. Agar, which can also be used as salt, is advantageously used.

【0017】また、寒天などに包括固定された光合成細
菌の微生物処理槽3への担持方法としては、槽内に設け
た棚段に載置する方式、また袋状の網体に充填し懸下す
る方式など、微生物処理槽の設計に応じて任意の方式が
採用できる。
As a method for supporting the photosynthetic bacteria entrapped and fixed in agar or the like on the microbial treatment tank 3, a method of placing the photosynthetic bacteria on a shelf provided in the tank or filling a bag-like net body and suspending it is suspended. Any method can be adopted depending on the design of the microorganism treatment tank.

【0018】接触酸化槽4内に担持される繊維から構成
される網状体4aとしては、漁網が取扱い性、価格の点
で好適である。網状体4aの材質としては、ポリエステ
ル、ナイロン、ポリアクリロニトリル、綿、麻などを使
用することができるが、微生物付着性、耐久性などの点
からポリエステルが有利に用いられる。また、漁網など
の網状体4aは、金枠などの枠に張り付け固定すること
が好ましい。また流路のショートパスを防ぐために適宜
不織布などを複数の網状体4aの間に挿入するのが好ま
しい。
As the net-like body 4a made of fibers carried in the catalytic oxidation tank 4, a fishing net is preferable in view of handling and cost. As the material of the mesh body 4a, polyester, nylon, polyacrylonitrile, cotton, hemp, etc. can be used, but polyester is advantageously used from the viewpoint of microbial adhesion and durability. Further, it is preferable that the net-like body 4a such as a fishing net is attached and fixed to a frame such as a metal frame. Further, in order to prevent a short path of the flow path, it is preferable to appropriately insert a non-woven fabric or the like between the plurality of mesh bodies 4a.

【0019】なお、上記網状体4aとしては、漁網に限
らず、任意の網目状の構造体を用いることができ、目詰
まりが起こりにくく、耐久性があり、軽量でかつ低価格
の網目状構造体が好適に用いられる。また、網状体の槽
への担持方式としては、上述のごとく金枠に張り付け、
垂直方向に複数個平行に取り付ける方式に限らず、槽4
の形態や容量に応じて、適宜水平方向に担持し、接触酸
化面(水中微生物の付着面)が有効にかつ水流の妨げに
ならないようにすることもでき、水流抵抗低下と接触酸
化面の効率を考慮し、適宜の担持方式を採用することが
できる。なお、図1のごとく垂直方向に担持した場合、
接触面に付着した汚泥の除去が簡易に行える利点があ
る。
The mesh 4a is not limited to a fishing net, but any mesh structure can be used, which is less likely to be clogged, has durability, is lightweight, and has a low cost mesh structure. The body is preferably used. Further, as a method of supporting the net-like body in the tank, it is attached to the metal frame as described above,
Not limited to the method of mounting a plurality of units in parallel in the vertical direction, the tank 4
Depending on the shape and capacity of the water, it can be supported horizontally so that the contact oxidation surface (adhesion surface of microbes in water) does not interfere effectively with the water flow, reducing the flow resistance and increasing the efficiency of the contact oxidation surface. In consideration of the above, an appropriate loading method can be adopted. When loaded vertically as shown in Fig. 1,
There is an advantage that sludge attached to the contact surface can be easily removed.

【0020】なお、落下曝気槽5は、必ずしも必要では
無く、場合によっては、直接接触酸化槽4に放流管6を
取り付け、直接、放流するかまたは下流に接続する土壌
浄水槽(これについては図2により後述する)へ導くこ
とも可能である。
The drop aeration tank 5 is not always necessary, and in some cases, the direct contact oxidation tank 4 is provided with a discharge pipe 6 to discharge the water directly or to connect it to a downstream soil water purification tank. 2 will be described later).

【0021】さらに、本例では、曝気システムについて
は図示しなかったが、必要に応じ、水質改善装置本体1
の底部に散気管を設け、連続的または間欠的に曝気を行
うと共に、接触酸化面の洗浄を行わせることもできる。
Further, in this example, although the aeration system is not shown, the water quality improvement device main body 1 may be used if necessary.
It is also possible to provide an air diffuser at the bottom of the so as to perform aeration continuously or intermittently and to wash the contact oxidation surface.

【0022】本発明では、以上のような構成を有する水
質改善装置本体1の下流側に、さらに土壌浄水槽を付加
することが、栄養塩特にリン塩の含有量の少ない処理水
を得る上で有効である。
In the present invention, the addition of a soil water purification tank on the downstream side of the water quality improvement device main body 1 having the above-mentioned structure is effective in obtaining treated water having a low content of nutrient salts, particularly phosphorus salts. It is valid.

【0023】図2は、本発明における土壌浄水槽の一例
を示す斜視図である。
FIG. 2 is a perspective view showing an example of the soil water purification tank according to the present invention.

【0024】該土壌浄水槽7は直方体となし、仕切板7
aおよび底板7bで仕切られ、各仕切板で仕切られた土
壌充填分割槽8には、それぞれ、火山性土壌の一種であ
る直径10〜15mmの赤玉土などが充填されている。
The soil water purification tank 7 is a rectangular parallelepiped, and a partition plate 7
The soil-filling dividing tank 8 partitioned by a and the bottom plate 7b and partitioned by each partition plate is filled with red ball soil having a diameter of 10 to 15 mm, which is a kind of volcanic soil.

【0025】各仕切板7aは、被処理水が図の矢印のご
とく流動するよう交互に潜り堰と溢流堰(越流堰)を構
成するように配置される。濾材充填底板7bと土壌浄水
槽本体の底板7cの間には、汚泥溜が形成されている。
被処理水(この場合は、図1の放流管6からの水)は、
最初の土壌充填分割槽8に供給され、交互に潜り堰およ
び溢流堰(越流堰)を経て、各土壌充填分割槽8を上
昇、下降して、落差曝気槽9に至り、土壌処理により浄
化された処理水は、放流される。
The partition plates 7a are arranged so as to alternately form a submerged weir and an overflow weir (overflow weir) so that the water to be treated flows as shown by arrows in the figure. A sludge reservoir is formed between the filter material-filled bottom plate 7b and the bottom plate 7c of the soil water purification tank body.
The water to be treated (in this case, the water from the discharge pipe 6 in FIG. 1) is
It is supplied to the first soil filling division tank 8 and alternately passes through the submerged weir and the overflow weir (overflow weir) to ascend and descend each soil filling division tank 8 to reach the head aeration tank 9 and The purified treated water is discharged.

【0026】上述の説明においては、土壌浄水槽7を図
1の接触酸化槽4に落下曝気槽5を介することなく処理
水を導入する例を示したが、落下曝気槽5を経た処理水
を放流管6aから土壌浄化槽7に導入してもよいことは
言うまでもない。
In the above description, the example of introducing the treated water into the soil water purification tank 7 into the contact oxidation tank 4 of FIG. 1 without passing through the drop aeration tank 5 was described. It goes without saying that it may be introduced into the soil septic tank 7 from the discharge pipe 6a.

【0027】この土壌浄化槽7において使用する火山性
土壌としては、赤玉土、鹿沼土、黒ぼく土、軽石などが
あるが、一般の水質改善には、取扱性、効率、価格の点
から赤玉土または鹿沼土が有利に用いられる。また、土
壌浄化槽7の構成、形態については、処理原水の水質
(汚濁度、汚濁物質など)および流量によって適宜最適
化を図ることができる。
The volcanic soils used in the soil septic tank 7 include Akadama soil, Kanuma soil, Kuroboku soil, pumice stone, etc. Or Kanuma soil is advantageously used. Further, the configuration and form of the soil septic tank 7 can be appropriately optimized depending on the water quality (pollution degree, pollutant, etc.) and flow rate of the raw treated water.

【0028】本発明の水質改善装置は、通常、土中に埋
設して使用されるが、装置本体および土壌浄化槽の上部
の蓋は、受光窓などを設けて透光性にしてもよく、また
遮光性にしてもよい。いずれにするかは、光合成細菌の
種類や流入する処理水の性質や光合成細菌の種類に応じ
て適宜選択される。
The water quality improving device of the present invention is usually used by being buried in soil, but the device main body and the lid on the top of the soil septic tank may be provided with a light receiving window or the like to make it transparent. It may be light-shielding. Which one is selected is appropriately selected according to the type of photosynthetic bacteria, the property of the inflowing treated water, and the type of photosynthetic bacteria.

【0029】[0029]

【発明の効果】本発明の装置は、以上説明のとおり、包
括固定化した光合成細菌を担持した微生物処理槽および
繊維から構成される網状体を担持した接触酸化槽、さら
には、火山性土壌を充填した土壌浄水槽からなる水質改
善装置であるので、包括固定化された微生物構成水質改
善菌として有用な光合成細菌により、直接的に水質の浄
化、改善に資するだけでなく、微生物の栄養源として各
種汚濁物質分解菌の活性化に寄与し、結果として水質改
善効率の向上を達成できる。
Industrial Applicability As described above, the apparatus of the present invention has a microbial treatment tank carrying entrapping and immobilized photosynthetic bacteria, a catalytic oxidation tank carrying a reticulated body composed of fibers, and a volcanic soil. Since it is a water quality improvement device consisting of a filled soil water purification tank, the photosynthetic bacteria useful as comprehensively immobilized microbial composition water quality improvement bacteria not only contribute directly to the purification and improvement of water quality, but also serve as a nutrient source for microorganisms. It contributes to activation of various pollutant-degrading bacteria, and as a result, improvement of water quality improvement efficiency can be achieved.

【0030】また、繊維からなる網状体を用いることに
より、軽量でかつ生物膜を形成しやすく、空隙率が大な
るため、堆積汚泥による閉塞が起こり難く、仮に起こっ
たとしても振動の付与、曝気などにより汚泥の除去が容
易で、結果として、設備の維持管理が容易となる。
Further, by using the reticulate body made of fibers, it is easy to form a biofilm with a light weight, and since the porosity is large, clogging due to accumulated sludge is unlikely to occur, and even if it occurs, vibration is imparted and aeration is performed. As a result, sludge can be easily removed, and as a result, equipment maintenance and management becomes easier.

【0031】さらに、火山性土壌を充填した土壌浄水槽
を組み合わせることにより、栄養塩とくにリン塩の除去
も容易となる。
Furthermore, by combining a soil water purification tank filled with volcanic soil, it becomes easy to remove nutrient salts, especially phosphorus salts.

【0032】[0032]

【実施例】次に本発明に係る水質改善装置を用いて河川
水の水質改善(浄化)実験を行った結果について詳細に
説明する。
EXAMPLES Next, the results of a water quality improvement (purification) experiment of river water using the water quality improvement apparatus according to the present invention will be described in detail.

【0033】図1の水質改善装置本体1および図2の土
壌浄水槽7を組み合わせた、該装置の諸元を下記の通り
とした装置を用いて、河川水の直接浄化を実施した。
Direct purification of river water was carried out using an apparatus in which the water quality improvement apparatus main body 1 of FIG. 1 and the soil water purification tank 7 of FIG.

【0034】[水質改善装置諸元] 水質改善装置本体の槽の幅 1.0m 水質改善装置本体の槽の全長 7.5m 水質改善化装置本体の槽の深さ 1.2m 同装置の沈砂槽の長さ 0.9m 同装置の微生物処理槽の長さ 2.0m 同装置の接触酸化槽の長さ 4.1m[Specifications of water quality improving device] Width of the tank of the water quality improving device 1.0 m Total length of the tank of the water quality improving device 7.5 m Depth of the tank of the water quality improving device 1.2 m Length of 0.9m Length of microbial treatment tank of the same equipment 2.0m Length of catalytic oxidation tank of the same equipment 4.1m

【0035】なお、微生物処理槽には、寒天ゲルで包括
固定化した光合成細菌(ロドシュードモナス カプスラ
ータ、Rp. capsulata )を培養担体充填率4%となるよ
う充填した。接触酸化槽にはポリエスル製漁網を金枠
(横990mm×縦1000mm)に張り付けた物を、5cm
間隔で79枚、水流の方向と直交するよう設置した。
The microbial treatment tank was filled with photosynthetic bacteria (Rhodopseudomonas capsulata, Rp. Capsulata) entrapped and immobilized in agar gel so that the culture carrier filling rate was 4%. In the contact oxidation tank, a fish net made of Polyester is attached to a metal frame (horizontal 990 mm x vertical 1000 mm), 5 cm.
79 sheets were installed at intervals so as to be orthogonal to the direction of water flow.

【0036】また、この装置の下流側に図2に示す下記
諸元の土壌浄水槽を配置し、上記の水質改善装置本体を
出た処理水(1次処理水)を、さらに、この土壌浄水槽
で処理し、得られた処理水(2次処理水)を放流するよ
うにした。
Further, a soil water purification tank having the following specifications shown in FIG. 2 is arranged on the downstream side of this apparatus, and the treated water (primary treated water) discharged from the water quality improvement apparatus main body is further treated with this soil water purification apparatus. The treated water was treated in a tank and the obtained treated water (secondary treated water) was discharged.

【0037】 [土壌浄水槽諸元] 土壌浄水槽の幅 1.0m 土壌浄水槽の幅 4.5m 土壌水槽の深さ 1.0m 土壌充填分割槽の数 4 充填土壌 赤玉土 大粒(粒径10〜15mm)[Specifications of Soil Water Purification Tank] Width of soil water purification tank 1.0 m Width of soil water purification tank 4.5 m Depth of soil water tank 1.0 m Number of soil filling division tanks 4 Filling soil Red ball soil Large grain (particle size 10 ~ 15 mm)

【0038】この装置を用いて、100日間にわたり水
質改善実験を継続した。それぞれ、実験当初、40日経
過後、70日経過後ならびに100日経過後の、流入水
(原水)、本体1を出た処理水(1次処理水)の水質、
および土壌浄水槽7を出た処理水(2次処理水)の水質
を調査した。その結果を次の表1に示す。
Using this apparatus, the water quality improvement experiment was continued for 100 days. At the beginning of the experiment, after 40 days, after 70 days, and after 100 days, inflow water (raw water), water quality of treated water (primary treated water) exiting the main body 1, respectively,
Also, the water quality of the treated water (secondary treated water) discharged from the soil water purification tank 7 was investigated. The results are shown in Table 1 below.

【0039】なお、表中の、BOD、SS、T−N、T
−Pはそれぞれ次の値を意味し、次のように測定され
る。 (1) BOD:生物化学的酸素要求量( Biochemical Oxy
gen Demand) JIS K0102・21に掲げる方法により測定 (2) SS:浮遊物質(Suspended Solids) 「環告59号付表9」に定める方法により測定 (3) T−N:全窒素量(Total Nitrogen) 「環告45.4」に定める方法により測定 (4) T−P:全リン量(Total Phosphorus) 「環告45.4」に定める方法により測定
In the table, BOD, SS, TN, T
-P means the following values, respectively, and is measured as follows. (1) BOD: Biochemical Oxygen Demand
gen Demand) Measured by the method specified in JIS K0102.21 (2) SS: Suspended Solids Measured by the method stipulated in "Attachment Table 9 of Notification No. 59" (3) TN: Total nitrogen content (Total Nitrogen) Measured by the method stipulated in "Notice 45.4" (4) TP: Total Phosphorus Measured by the method stipulated in "Notice 45.4"

【0040】[0040]

【表1】 [Table 1]

【0041】表1から明らかなように、本発明の水質改
善装置によれば顕著な水質改善効果を示すと共に、長期
にわたって安定した性能を発揮することができた。
As is clear from Table 1, according to the water quality improving device of the present invention, a remarkable water quality improving effect was exhibited, and stable performance could be exhibited over a long period of time.

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

【図1】本発明の一実施態様を示す水質改善装置本体の
斜視図。
FIG. 1 is a perspective view of a water quality improvement device main body showing an embodiment of the present invention.

【図2】水質改善装置本体の下流側に設置するのが好適
な土壌浄化槽の見取り図。
FIG. 2 is a sketch of a soil septic tank that is preferably installed on the downstream side of the water quality improvement device main body.

【符号の説明】[Explanation of symbols]

1 … 水質改善装置本体 2 … 沈砂槽 3 … 微生物処理槽(バイオ槽) 4 … 接触酸化槽 4a… 繊維網状体 5 … 落下曝気槽 6 … 放流管 6a… 放流管 7 … 土壌浄水槽 8 … 土壌充填分割槽 9 … 落差曝気槽 10 … 放流管 1 ... Water quality improvement device main body 2 ... Sand settling tank 3 ... Microbial treatment tank (bio tank) 4 ... Contact oxidation tank 4a ... Fiber mesh 5 ... Drop aeration tank 6 ... Discharge pipe 6a ... Discharge pipe 7 ... Soil water purification tank 8 ... Soil Filling division tank 9 ... Head aeration tank 10 ... Discharge pipe

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 原水供給側に包括固定した光合成細菌を
担持した微生物処理槽を設け、その下流側に繊維で構成
した網状体を担持した接触酸化槽を設けて、原水をこれ
らの槽を順次通過せしめることによって水質改善を行う
ようにした、水質改善装置。
1. A microbial treatment tank carrying entrapping and fixing photosynthetic bacteria is provided on the raw water supply side, and a catalytic oxidation tank carrying a mesh composed of fibers is provided on the downstream side thereof, and raw water is sequentially supplied to these tanks. A water quality improvement device designed to improve water quality by passing it through.
【請求項2】 網状体が漁網である請求項1に記載の水
質改善装置。
2. The water quality improving device according to claim 1, wherein the reticulate body is a fishing net.
【請求項3】 光合成細菌が寒天ゲルで包括固定した光
合成細菌である請求項1または請求項2に記載の水質改
善装置。
3. The water quality improving device according to claim 1, wherein the photosynthetic bacterium is a photosynthetic bacterium entrapped and fixed in an agar gel.
【請求項4】 請求項1、請求項2または請求項3に記
載の装置の下流側にさらに火山性土壌を充填した土壌浄
水槽を設け、微生物処理槽および接触酸化槽を通過した
水をさらに該土壌浄水槽にて処理するようにした水質改
善装置。
4. A soil water purification tank further filled with volcanic soil is provided on the downstream side of the apparatus according to claim 1, 2 or 3, and water passing through the microbial treatment tank and the contact oxidation tank is further added. A water quality improving device adapted to be treated in the soil water purification tank.
【請求項5】 請求項1、請求項2、または請求項3に
記載の装置の上流側に沈砂槽を設けた水質改善装置。
5. A water quality improving device provided with a sand settling tank upstream of the device according to claim 1, claim 2, or claim 3.
JP7267999A 1995-09-22 1995-09-22 Water improving apparatus of rivers or lakes or marshes Pending JPH0985282A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7267999A JPH0985282A (en) 1995-09-22 1995-09-22 Water improving apparatus of rivers or lakes or marshes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7267999A JPH0985282A (en) 1995-09-22 1995-09-22 Water improving apparatus of rivers or lakes or marshes

Publications (1)

Publication Number Publication Date
JPH0985282A true JPH0985282A (en) 1997-03-31

Family

ID=17452512

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7267999A Pending JPH0985282A (en) 1995-09-22 1995-09-22 Water improving apparatus of rivers or lakes or marshes

Country Status (1)

Country Link
JP (1) JPH0985282A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002001372A (en) * 2000-06-28 2002-01-08 Pekku:Kk Sewage cleaning apparatus
JP2006061879A (en) * 2004-08-30 2006-03-09 Hitachi Plant Eng & Constr Co Ltd Waste water treatment method and device
KR100821609B1 (en) * 2007-01-25 2008-04-15 한국건설기술연구원 Device improving the quality of water using a food chain and a method improving the quality of water using the same
KR101220799B1 (en) * 2004-08-30 2013-01-11 가부시키가이샤 히타치플랜트테크놀로지 Method and apparatus for treatment of wastewater

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002001372A (en) * 2000-06-28 2002-01-08 Pekku:Kk Sewage cleaning apparatus
JP2006061879A (en) * 2004-08-30 2006-03-09 Hitachi Plant Eng & Constr Co Ltd Waste water treatment method and device
KR101220799B1 (en) * 2004-08-30 2013-01-11 가부시키가이샤 히타치플랜트테크놀로지 Method and apparatus for treatment of wastewater
KR101258045B1 (en) * 2004-08-30 2013-04-24 가부시키가이샤 히타치플랜트테크놀로지 Method and apparatus for treatment of wastewater
KR100821609B1 (en) * 2007-01-25 2008-04-15 한국건설기술연구원 Device improving the quality of water using a food chain and a method improving the quality of water using the same

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