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JP4860306B2 - Sewage purification system - Google Patents
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JP4860306B2 - Sewage purification system - Google Patents

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JP4860306B2
JP4860306B2 JP2006069200A JP2006069200A JP4860306B2 JP 4860306 B2 JP4860306 B2 JP 4860306B2 JP 2006069200 A JP2006069200 A JP 2006069200A JP 2006069200 A JP2006069200 A JP 2006069200A JP 4860306 B2 JP4860306 B2 JP 4860306B2
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sewage
sludge
magnetic field
circulation path
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祐貴 佐々木
繁信 坂上
大輔 栗谷川
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株式会社 サン・ユウキ
株式会社十文字チキンカンパニー
岩手農協チキンフーズ株式会社
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    • 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
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Description

本発明は、例えば、食品の加工工場等から排出された汚水を浄化するための汚水の浄化システムに関する。   The present invention relates to a sewage purification system for purifying sewage discharged from, for example, a food processing factory.

一般に、例えば、食品の加工工場等において、食品を加工した際に不要になって廃棄される脂質・炭水化物・タンパク質等の有機物を含有した汚水が排出されるが、このような汚水は、浄化システムを用いて、BOD(生物化学的酸素要求量:Biochemical Oxygen Demand),SS(浮遊物質:Suspended Soild),n−Hex(n−ヘキサン抽出物質量)等を除去,低減する処理を行なうようにしている。   In general, wastewater containing organic substances such as lipids, carbohydrates, and proteins that are no longer needed and discarded when food is processed, for example, in food processing factories is discharged. Is used to remove and reduce BOD (Biochemical Oxygen Demand), SS (Suspended Solid), n-Hex (n-Hexane Extracted Substance), etc. Yes.

従来、この種の汚水の浄化システムとしては、本願出願の発明者らの研究に係るものがあり、例えば、特許文献1(特開2005−66446号公報)に記載されたものが知られている。   Conventionally, as this kind of sewage purification system, there is one related to the research of the inventors of the present application, for example, one described in Patent Document 1 (Japanese Patent Laid-Open No. 2005-66446) is known. .

図10に示すように、この浄化システムSaは、食品の加工工場1等から排出された汚水が流入する調整槽2と、調整槽2の後位に設けた曝気槽3と、曝気槽3の後位に設けた沈殿槽4とを備え、調整槽2から沈殿槽4に汚水を流して、この過程で汚水を浄化処理するものである。
曝気槽3は、ブロアBが設けられ、ブロアBで空気を吹き込んで常在菌等の微生物により汚水中の浮遊物質等の有機物の分解を行なう。
また、沈殿槽4には、曝気槽3で処理された汚水が貯留され、汚水中の浮遊物質を集合して沈殿させて汚泥として取り出す。
As shown in FIG. 10, this purification system Sa includes an adjustment tank 2 into which sewage discharged from a food processing factory 1 or the like flows, an aeration tank 3 provided at the rear of the adjustment tank 2, and an aeration tank 3. A sedimentation tank 4 provided at the rear is provided, and sewage is allowed to flow from the adjustment tank 2 to the sedimentation tank 4 to purify the sewage in this process.
The aeration tank 3 is provided with a blower B, and blows air with the blower B to decompose organic substances such as suspended solids in wastewater by microorganisms such as resident bacteria.
Moreover, the sewage processed in the aeration tank 3 is stored in the settling tank 4, and suspended substances in the sewage are collected and settled and taken out as sludge.

また、この浄化システムSaには、調整槽2の汚水に磁場を付与する磁場付与装置6が設けられている。磁場付与装置6は、調整槽2の汚水をくみ揚げるポンプ9と、このポンプ9でくみ揚げられた汚水を通過させるとともに再び調整槽2に戻す通過管7と、調整槽2の外側に設けられ汚水に磁場を付与する磁石(図示せず)とを備えてなる。図中、8は、調整槽2の汚水の水面よりも高い位置に位置した通過管7の出口に設けられ、この出口から流出した汚水を飛散させる飛散機構である。   Further, the purification system Sa is provided with a magnetic field applying device 6 that applies a magnetic field to the sewage in the adjustment tank 2. The magnetic field applying device 6 is provided outside the adjustment tank 2, a pump 9 that pumps up the sewage in the adjustment tank 2, a passage pipe 7 that passes the sewage pumped up by the pump 9 and returns it to the adjustment tank 2 again. And a magnet (not shown) for applying a magnetic field to the sewage. In the figure, 8 is a scattering mechanism which is provided at the outlet of the passage pipe 7 located at a position higher than the surface of the sewage in the adjustment tank 2 and scatters the sewage flowing out from this outlet.

この汚水の浄化システムSaを用いて汚水を浄化処理するには、調整槽2,曝気槽3,沈殿槽4に調整槽2から順に汚水を流していく。
調整槽2においては、磁場付与装置6で汚水に磁場が付与されているので、この磁場中を汚水中の有機物等からなる浮遊物質が通過すると、磁場により微細化される。
また、調整槽2から曝気槽3に流入した汚水には、空気が吹き込まれて汚水中の有機物が好気性菌で分解されたり、空気中の酸素で酸化されたりして、汚水中のBODやSSの低減及び除去がなされる。そして、沈殿槽4で汚水中に分解されないで残った有機物や微生物等からなる浮遊物質を集合しこれを沈殿させるとともに、沈殿槽4の上澄みを河川5等に放流する。
沈殿槽4で沈殿した浮遊物質が集合してなる汚泥は、取り出されて図示しない脱水機等で脱水され廃棄される。
In order to purify the sewage using the sewage purification system Sa, the sewage is poured into the adjustment tank 2, the aeration tank 3, and the settling tank 4 in order from the adjustment tank 2.
In the adjustment tank 2, since the magnetic field is applied to the sewage by the magnetic field applying device 6, when a suspended substance made of organic matter or the like in the sewage passes through the magnetic field, it is refined by the magnetic field.
In addition, air is blown into the sewage flowing into the aeration tank 3 from the adjustment tank 2, so that organic substances in the sewage are decomposed by aerobic bacteria or oxidized by oxygen in the air, and BOD and SS is reduced and eliminated. Then, floating substances composed of organic matter, microorganisms, etc. that remain without being decomposed in the sewage in the sedimentation tank 4 are collected and precipitated, and the supernatant of the sedimentation tank 4 is discharged into the river 5 or the like.
Sludge formed by collecting suspended substances precipitated in the settling tank 4 is taken out, dehydrated by a dehydrator (not shown), and discarded.

特開2005−66446号公報JP 2005-66446 A

ところで、このような汚水の浄化システムSaにあっては、調整槽2内の汚水には、汚水中の有機物の量に対する微生物の数が充分でなく、汚水中の有機物が微生物に取りこまれにくく、その後、曝気槽3に送られて空気が吹き込まれても、有機物を充分に分解するまでに時間がかかるので、汚水の浄化処理効率に劣るという問題があった。また、汚水の浄化処理効率に劣るので、汚泥が排出される量も比較的多くなり、汚泥の処理コストが高くなるという問題もあった。また、磁場付与装置6による有機物の微細化も充分でないという問題もあった。   By the way, in such a sewage purification system Sa, the sewage in the adjustment tank 2 does not have enough microorganisms with respect to the amount of organic matter in the sewage, and the organic matter in the sewage is not easily taken up by the microorganisms. Then, even if it is sent to the aeration tank 3 and air is blown in, it takes time until the organic matter is sufficiently decomposed. Further, since the purification efficiency of sewage is inferior, there is a problem that the amount of sludge discharged is relatively large and the sludge treatment cost is increased. There is also a problem that the organic substance is not sufficiently refined by the magnetic field applying device 6.

本発明は上記の問題点に鑑みて為されたもので、曝気槽より前位の槽において、有機物を充分に微細化して微生物に有機物を取り込ませ易くし、かつ、有機物の量に対して充分な微生物の数になるようにし、曝気槽において、微生物が効率的に有機物を分解できるようにして汚水の浄化処理効率を向上させ、汚泥の排出量を低減した汚水の浄化システムを提供することを目的とする。   The present invention has been made in view of the above problems, and in a tank preceding the aeration tank, the organic matter is sufficiently refined so that the microorganism can easily take in the organic matter, and the amount of the organic matter is sufficient. To provide a sewage purification system that improves the efficiency of sewage purification and reduces sludge discharge by allowing microorganisms to efficiently decompose organic matter in the aeration tank. Objective.

このような目的を達成するための本発明の汚水の浄化システムは、汚水が流れ込む調整槽と、該調整槽よりも後位側に設けられ該調整槽側からの汚水に微生物処理を行なう曝気槽と、該曝気槽の後位側に設けられ該曝気槽で微生物処理された汚水を沈殿処理する沈殿槽との少なくとも3つの槽を備えた汚水の浄化システムにおいて、上記曝気槽より前位側にある槽において汚水を循環させる循環径路を設け、上記循環径路に、これを流れる汚水に磁場を付与する磁場付与装置を設け、上記循環径路が設けられる槽に上記沈殿槽に沈殿した汚泥を返送する汚泥返送径路を設けた構成を基本とし、
上記調整槽と曝気槽との間に、上記調整槽からの汚水と上記沈殿槽から上記汚泥返送経路によって返送された汚泥とを混合する汚泥投入槽を設け、
上記循環径路を、上記調整槽の汚水を上記汚泥投入槽へ送給する送給径路と、上記汚泥投入槽の汚水を上記調整槽に返送する汚水返送径路とを備えて構成し、
上記循環経路の汚水返送経路に上記磁場付与装置を設けた構成としている。
また、本発明の別の汚水の浄化システムは、上記調整槽の前位に、汚水を攪拌する汚水攪拌槽を設けるとともに、該汚水攪拌槽からの汚水と上記沈殿槽から上記汚泥返送経路によって返送された汚泥とを混合して上記調整槽に送給する一次汚泥投入槽を設け、
上記調整槽と曝気槽との間に、上記調整槽からの汚水と上記沈殿槽から上記汚泥返送経路によって返送された汚泥とを混合する二次汚泥投入槽を設け、
上記循環径路を、一次循環径路及び二次循環経路を備えて構成し、
上記一次循環経路を、上記汚水攪拌槽の汚水を上記一次汚泥投入槽へ送給する送給径路と、上記一次汚泥投入槽の汚水を上記汚水攪拌槽に返送する第一汚水返送径路とを備えて構成し、
上記二次循環経路を、上記調整槽の汚水を上記二次汚泥投入槽へ送給する送給径路と、上記二次汚泥投入槽の汚水を上記調整槽に返送する第二汚水返送径路とを備えて構成し、
上記一次循環径路の第一汚水返送径路及び上記二次循環経路の第二汚水返送径路に、夫々、上記磁場付与装置を設けた構成としている。
The sewage purification system of the present invention for achieving such an object includes an adjustment tank into which sewage flows, and an aeration tank that is provided on the rear side of the adjustment tank and performs microbial treatment on the sewage from the adjustment tank side. And a sewage purification system comprising at least three tanks, which are provided on the rear side of the aeration tank and precipitate the sewage treated with microorganisms in the aeration tank, on the front side of the aeration tank. A circulation path for circulating sewage in a certain tank is provided, a magnetic field applying device for applying a magnetic field to the sewage flowing through the circulation path is provided, and sludge precipitated in the settling tank is returned to the tank provided with the circulation path. Based on the configuration with sludge return path ,
Between the adjustment tank and the aeration tank, a sludge charging tank for mixing the sludge from the adjustment tank and the sludge returned from the sedimentation tank by the sludge return path is provided.
The circulation path comprises a supply path for feeding the sewage in the adjustment tank to the sludge input tank, and a sewage return path for returning the sludge in the sludge input tank to the adjustment tank,
It is set as the structure which provided the said magnetic field provision apparatus in the sewage return path | route of the said circulation path.
Another sewage purification system of the present invention is provided with a sewage agitation tank for agitating sewage in front of the adjustment tank, and returned from the sewage agitation tank and the settling tank through the sludge return path. A primary sludge charging tank that mixes with the sludge and feeds it to the adjustment tank,
Between the adjustment tank and the aeration tank, a secondary sludge charging tank that mixes the sludge from the adjustment tank and the sludge returned from the sedimentation tank by the sludge return path is provided.
The circulation path is configured with a primary circulation path and a secondary circulation path,
The primary circulation path includes a supply path for feeding the sewage in the sewage agitation tank to the primary sludge input tank, and a first sewage return path for returning the sewage in the primary sludge input tank to the sewage agitation tank. And configure
The secondary circulation path includes a supply path for feeding the sewage from the adjustment tank to the secondary sludge input tank, and a second sewage return path for returning the sewage from the secondary sludge input tank to the adjustment tank. Configure and prepare
The first magnetic sewage return path of the primary circulation path and the second sewage return path of the secondary circulation path are each provided with the magnetic field applying device.

汚水の浄化システムを用いると、曝気槽の前位側の槽である調整槽に流れ込む。また、汚泥返送径路により、循環径路が設けられた槽に汚泥を返送する。そして、循環径路によって汚水を汚泥とともに循環させ、循環過程で汚水と汚泥とを混合していく。   When the sewage purification system is used, it flows into the adjustment tank which is the tank on the front side of the aeration tank. Moreover, sludge is returned to the tank provided with the circulation path by the sludge return path. Then, the sewage is circulated together with the sludge through the circulation path, and the sewage and the sludge are mixed in the circulation process.

汚水が、循環径路を通ると、磁場付与装置により磁場が付与され、有機物である浮遊物質及び汚泥が微細化されていく。これにより、浮遊物質及び汚泥が汚水中に均一に分散していく。
そしてまた、汚水中の浮遊物質が主にマイナスに、汚泥は主にプラスに電気的に帯電しているので、汚水中の浮遊物質と汚泥とが自ずと吸着していく。そのため、循環径路が設けられた槽に返送した汚泥を浮遊物質の表面にとりつかせることができる。
When the sewage passes through the circulation path, a magnetic field is applied by the magnetic field applying device, and the suspended matter and sludge, which are organic substances, are refined. Thereby, suspended solids and sludge are uniformly dispersed in the sewage.
In addition, the suspended matter in the sewage is mainly negatively charged, and the sludge is mainly positively charged, so the suspended matter and the sludge in the sewage are naturally adsorbed. Therefore, the sludge returned to the tank provided with the circulation path can be attached to the surface of the suspended matter.

この際、汚泥を返送することで、有機物である浮遊物質の単位量あたりにとりつく微生物の数が増加しており、浮遊物質に充分な数の微生物を取りつかせることができる。また、浮遊物質は、微細化されて汚水中の浮遊物質全体の表面積が大きくなっているので、汚泥が浮遊物質の表面によく吸着する。この汚泥が吸着した浮遊物質は、主に、汚泥中の比較的大きな微生物に捕食されて分解され、小さな分子量の有機物となる。この際、微細化されているので、原生生物等の汚水に溶存していない有機物である浮遊物質の捕食を容易に行なわせることができる。   At this time, by returning the sludge, the number of microorganisms attached to the unit amount of the suspended matter which is an organic substance increases, and a sufficient number of microorganisms can be attached to the suspended matter. In addition, since the suspended solids are refined and the surface area of the suspended solids in the sewage is increased, the sludge is well adsorbed on the surface of the suspended solids. The suspended solids adsorbed by the sludge are predated by the relatively large microorganisms in the sludge and decomposed to become organic substances having a small molecular weight. At this time, since it is miniaturized, it is possible to easily prey on floating substances that are organic substances not dissolved in sewage such as protists.

また、循環径路においては、汚水と汚泥がよく混合されて、磁場・微生物による浮遊物質の微細化だけでなく、微生物等が合成した酵素の働きによっても浮遊物質である有機物の微細化が行なわれる。このように、磁場の付与,酵素・微生物による分解等により、有機物である浮遊物質の微細化が更に進むと、浮遊物質は、高分子のものから低分子のものとなり、汚水に溶存し易くなる。汚水に溶存した有機物は、微生物に取り込まれていく。   In addition, in the circulation path, sewage and sludge are mixed well, and not only the suspended matter is refined by magnetic fields and microorganisms, but the suspended matter is also refined by the action of enzymes synthesized by microorganisms. . In this way, if the suspended matter, which is an organic substance, is further refined by applying a magnetic field or being decomposed by an enzyme / microorganism, the suspended matter is changed from a polymer to a low molecule and easily dissolved in sewage. . Organic matter dissolved in sewage is taken up by microorganisms.

そして、循環径路で汚水と汚泥とが充分に混合されて、汚水中の浮遊物質が充分に微細化されたならば、汚水を曝気槽側に送給する。この際、循環径路で汚水が循環させられ、汚水と汚泥とが充分に混合されているので、有機物の微細化が充分に行なわれる。   When the sewage and the sludge are sufficiently mixed in the circulation path and the suspended matter in the sewage is sufficiently refined, the sewage is fed to the aeration tank side. At this time, the sewage is circulated through the circulation path, and the sewage and the sludge are sufficiently mixed, so that the organic matter is sufficiently refined.

汚水が曝気槽の前位の槽から曝気槽に送給され、曝気槽内に空気が吹き込まれると、有機物である浮遊物質は、そのほとんどが低分子の有機物となって溶存され、微生物に取り込まれているので、微生物は、曝気槽で空気を用いるとともに取り込んだ有機物を養分として細胞分裂等により増殖していき、増殖過程で、有機物のほとんどが二酸化炭素と水になっていく。
即ち、従来は、曝気槽で曝気槽に存在する微生物でほとんどの浮遊物質の分解を行なわせているが、これに対し本発明では、曝気槽に流入する前に、予め、有機物である浮遊物質は、そのほとんどが充分に微細化されて汚水に溶存させられることで微生物が取り込みやすい大きさにされ、しかも、汚水中の浮遊物質の量に対して充分な数の微生物を添加してあるので、曝気槽に流入すると、曝気槽に吹き込まれた空気中の酸素により、速やかに分解させられるのである。そのため、微生物が効率的に有機物を分解できるようになり、汚水中のBODやSS等の除去,低減が速やかに行なわれ、汚水の浄化処理効率が向上させられる。また、浄化処理効率が高いことから、処理時間の短縮化も図ることができる。また、浄化処理効率が高いことから、処理時間の短縮化も図ることができる。
また、曝気槽よりも前位の槽で微細化しきれないで残った浮遊物質は、ブロアで吹き込まれた空気の酸素を用いて分解されて微細化され、その後、上記と同様に二酸化炭素と水とに分解される。
そして、曝気槽から適時に、沈殿槽に汚水を送給する。
When sewage is fed from the tank in front of the aeration tank to the aeration tank, and air is blown into the aeration tank, most of the suspended substances that are organic matter are dissolved as low-molecular organic substances and taken up by microorganisms. Therefore, microorganisms grow by cell division or the like using air in the aeration tank and taking in the organic matter taken up, and most of the organic matter becomes carbon dioxide and water during the growth process.
That is, in the past, most floating substances were decomposed by microorganisms present in the aeration tank in the aeration tank. On the other hand, in the present invention, before flowing into the aeration tank, the floating substance that is an organic substance in advance is used. Since most of them are sufficiently refined and dissolved in sewage, they are sized to take in microorganisms, and a sufficient number of microorganisms are added to the amount of suspended matter in the sewage. When it flows into the aeration tank, it is quickly decomposed by oxygen in the air blown into the aeration tank. Therefore, microorganisms can efficiently decompose organic substances, and BOD and SS in wastewater can be quickly removed and reduced, and the purification efficiency of wastewater can be improved. In addition, since the purification processing efficiency is high, the processing time can be shortened. In addition, since the purification processing efficiency is high, the processing time can be shortened.
In addition, suspended solids that could not be refined in the tank preceding the aeration tank are decomposed and refined using oxygen in the air blown by the blower, and then carbon dioxide and water in the same manner as described above. And decomposed.
Then, the sewage is fed from the aeration tank to the settling tank in a timely manner.

沈殿槽では、曝気槽で分解しきれないで残った浮遊物質や微生物を集合して所謂フロックとし、このフロックを沈殿させる一方、上澄みを河川等に放流していく。
この際、曝気槽で、微生物が効率的に有機物を分解でき汚水の浄化処理効率が向上しているので、沈殿する汚泥の量も少ないものとなる。
また、沈殿槽に沈殿した浮遊物質や微生物は、汚泥として汚泥返送径路を介して循環径路が設けられている槽に送られる。これにより、沈殿槽に沈殿した汚泥は、汚泥返送径路を介して循環径路を設けた槽に送ることで、曝気槽よりも前位の槽に微生物を添加する用に供されるとともに、汚泥自体が再び曝気槽に流入することになる。そのため、曝気槽で分解しきれなくて残った浮遊物質等が再び分解されるので、沈殿槽に沈殿したもののうち廃棄されるもののほとんどは、無機物のような微生物で分解できないもののみになり、廃棄される汚泥の量が非常に少なくなる。
In the settling tank, floating substances and microorganisms that cannot be completely decomposed in the aeration tank are collected to form a so-called floc, and the floc is precipitated, while the supernatant is discharged into a river or the like.
At this time, microorganisms can efficiently decompose organic substances in the aeration tank, and the purification efficiency of the sewage is improved, so that the amount of sludge that precipitates is small.
In addition, suspended solids and microorganisms precipitated in the settling tank are sent as sludge to a tank provided with a circulation path via a sludge return path. As a result, the sludge settled in the settling tank is sent to the tank provided with the circulation path through the sludge return path, and is used for adding microorganisms to the tank preceding the aeration tank, and the sludge itself Will flow into the aeration tank again. As a result, suspended solids that could not be decomposed in the aeration tank are decomposed again, so most of what is discarded in the precipitation tank is discarded only by microorganisms such as inorganic substances, and discarded. The amount of sludge produced is very low.

次に、本発明の開発段階において提案された汚水の浄化システムを参考に示す。このシステムは、汚水が流れ込む調整槽と、該調整槽よりも後位側に設けられ該調整槽側からの汚水に微生物処理を行なう曝気槽と、該曝気槽の後位側に設けられ該曝気槽で微生物処理された汚水を沈殿処理する沈殿槽との少なくとも3つの槽を備えた汚水の浄化システムにおいて、上記曝気槽より前位側にある槽の汚水を後位側の槽に送給する送給径路に、これを流れる汚水に磁場を付与する磁場付与装置を設け、上記磁場付与装置を設けた送給径路よりも前位側の槽に上記沈殿槽に沈殿した汚泥を返送する汚泥返送径路を設けた構成としている。 Next, the sewage purification system proposed in the development stage of the present invention will be shown for reference. This system includes an adjustment tank into which sewage flows, an aeration tank provided on the rear side of the adjustment tank for performing microbial treatment on the sewage from the adjustment tank side, and an aeration tank provided on the rear side of the aeration tank. In a sewage purification system having at least three tanks, including a sedimentation tank for precipitating microbially treated sewage in the tank, the sewage in the tank on the front side of the aeration tank is fed to the tank on the rear side. Provide a magnetic field applying device that applies a magnetic field to the sewage flowing through the feed path, and return the sludge that has settled in the settling tank to the tank on the front side of the feed path provided with the magnetic field applying device. It is set as the structure which provided the path.

この汚水の浄化システムを用いると、曝気槽の前位側の槽である調整槽に流れ込む。一方、汚泥返送径路により、磁場付与装置を設けた送給径路よりも前位側の槽に汚泥を返送する。   If this sewage purification system is used, it will flow into the adjustment tank which is the tank of the front side of an aeration tank. On the other hand, the sludge is returned to the tank on the front side of the supply route provided with the magnetic field applying device by the sludge return route.

汚水が、送給径路を通り、磁場付与装置により磁場が付与されると、有機物である浮遊物質及び汚泥が微細化されていく。そのため、汚水中に浮遊物質及び汚泥が分散しやすくなる。
そしてまた、曝気槽よりも前位の槽においては、汚水中の浮遊物質が主にマイナスに、汚泥は主にプラスに電気的に帯電しているので、汚水中の浮遊物質と汚泥とが自ずと吸着していく。
When the sewage passes through the supply path and a magnetic field is applied by the magnetic field applying device, suspended matter and sludge that are organic substances are refined. Therefore, suspended substances and sludge are easily dispersed in the sewage.
And in the tank in front of the aeration tank, the suspended solids in the sewage are mainly negatively charged and the sludge is mainly positively charged. Adsorb.

この際、磁場付与装置が設けられた送給径路よりも前位側の槽に汚泥を返送することで、浮遊物質の単位量あたりにとりつく微生物の数が増加しており、浮遊物質に充分な数の微生物を取りつかせることができる。また、浮遊物質は、磁場付与装置で微細化されるので、汚水中の浮遊物質全体の表面積が大きくなり、汚泥が浮遊物質の表面によく吸着する。この汚泥が吸着した浮遊物質は、主に、汚泥中の比較的大きな微生物に捕食されて分解され、小さな分子量の有機物となる。この際、浮遊物質は微細化されているので、原生生物等の汚水に溶存していない有機物である浮遊物質の捕食を容易に行なわせることができ、微細化を促進することができる。   At this time, by returning sludge to the tank on the front side of the supply path provided with the magnetic field application device, the number of microorganisms per unit amount of suspended solids increases, which is sufficient for suspended solids. A number of microorganisms can be attached. In addition, since the suspended matter is refined by the magnetic field applying device, the entire surface area of the suspended matter in the sewage is increased, and the sludge is well adsorbed on the surface of the suspended matter. The suspended solids adsorbed by the sludge are predated by the relatively large microorganisms in the sludge and decomposed to become organic substances having a small molecular weight. At this time, since the suspended matter is refined, predation of the suspended matter, which is an organic substance not dissolved in sewage such as protists, can be easily performed, and the refinement can be promoted.

また、磁場による浮遊物質の微細化だけでなく、磁場付与装置が設けられた送給径路よりも前位側の槽に返送した汚泥中の微生物等が合成した酵素の働きによっても有機物及び有機物である浮遊物質の微細化が行なわれる。
このように、磁場の付与,微生物による分解及び酸素の作用等により、浮遊物質の微細化が更に進むと、有機物である浮遊物質は、高分子のものから低分子のものとなり、汚水に溶存し易くなる。汚水に溶存した有機物は、微生物に取り込まれていく。
In addition to the refinement of suspended solids due to a magnetic field, organic substances and organic substances are also affected by the action of enzymes synthesized by microorganisms in the sludge returned to the tank on the front side of the supply path provided with the magnetic field application device. Some suspended matter is refined.
In this way, when the suspended matter is further refined due to the application of a magnetic field, decomposition by microorganisms, and the action of oxygen, the suspended matter, which is an organic substance, changes from a high molecular to a low molecular, and dissolves in sewage. It becomes easy. Organic matter dissolved in sewage is taken up by microorganisms.

そして、汚水が曝気槽の前位の槽から曝気槽に送給され、曝気槽内に空気が吹き込まれると、有機物である浮遊物質は、そのほとんどが低分子の有機物になって溶存され、微生物に取り込まれているので、微生物は、曝気槽で空気を用いるとともに取り込んだ有機物を養分として細胞分裂等により増殖していき、増殖過程で、有機物のほとんどが二酸化炭素と水になっていく。
即ち、従来は、曝気槽で曝気槽に存在する微生物でほとんどの浮遊物質の分解を行なわせているが、これに対し本発明では、曝気槽に流入する前に、予め、有機物である浮遊物質は、そのほとんどが充分に微細化されて汚水に溶存させられることで微生物が取り込みやすい大きさにされ、しかも、汚水中の浮遊物質の量に対して充分な数の微生物を添加してあるので、曝気槽に流入すると、曝気槽に吹き込まれた空気中の酸素により、速やかに分解させられるのである。そのため、微生物が効率的に有機物を分解できるようになり、汚水中のBODやSS等の除去,低減が速やかに行なわれ、汚水の浄化処理効率を向上させられる。また、浄化処理効率が高いことから、処理時間の短縮化も図ることができる。
また、浄化処理効率が高いことから、処理時間の短縮化も図ることができる。
更に、曝気槽よりも前位の槽で微細化しきれないで残った浮遊物質は、ブロアで吹き込まれた空気の酸素を用いて分解されて微細化され、その後、上記と同様に二酸化炭素と水とに分解される。
そして、曝気槽から適時に、沈殿槽に汚水を送給する。
When the sewage is fed from the tank in front of the aeration tank to the aeration tank, and air is blown into the aeration tank, most of the suspended substances that are organic matter are dissolved as low-molecular organic substances, and microorganisms Therefore, microorganisms grow by cell division or the like, using air in the aeration tank as a nutrient and using the taken-in organic matter as nutrients, and most of the organic matter becomes carbon dioxide and water during the growth process.
That is, in the past, most floating substances were decomposed by microorganisms present in the aeration tank in the aeration tank. On the other hand, in the present invention, before flowing into the aeration tank, the floating substance that is an organic substance in advance is used. Since most of them are sufficiently refined and dissolved in sewage, they are sized to take in microorganisms, and a sufficient number of microorganisms are added to the amount of suspended matter in the sewage. When it flows into the aeration tank, it is quickly decomposed by oxygen in the air blown into the aeration tank. As a result, microorganisms can efficiently decompose organic substances, and BOD and SS in wastewater can be quickly removed and reduced, thereby improving the purification efficiency of wastewater. In addition, since the purification processing efficiency is high, the processing time can be shortened.
In addition, since the purification processing efficiency is high, the processing time can be shortened.
Further, the suspended solids remaining in the tank preceding the aeration tank that cannot be refined are decomposed and refined using oxygen in the air blown by the blower, and then, as described above, carbon dioxide and water. And decomposed.
Then, the sewage is fed from the aeration tank to the settling tank in a timely manner.

沈殿槽では、曝気槽で分解しきれないで残った浮遊物質や微生物を集合して所謂フロックとし、このフロックを沈殿させる一方、上澄みを河川等に放流していく。
この際、曝気槽で、微生物が効率的に有機物を分解でき汚水の浄化処理効率が向上しているので、沈殿する汚泥の量も少なくなる。
また、沈殿槽に沈殿した浮遊物質や微生物は、汚泥として汚泥返送径路を介して磁場付与装置を設けた送給経路よりも前位の槽に送られる。これにより、沈殿槽に沈殿した汚泥は、磁場付与装置を設けた送給経路よりも前位の槽に送ることで、曝気槽よりも前位の槽に微生物を添加する用に供されるとともに、汚泥自体が再び曝気槽に流入することになる。そのため、曝気槽で分解しきれなくて残った浮遊物質等が再び分解されるので、沈殿槽に沈殿したもののうち廃棄されるもののほとんどは、無機物のような微生物で分解できないもののみになり、廃棄される汚泥の量が非常に少なくなる。
In the settling tank, floating substances and microorganisms that cannot be completely decomposed in the aeration tank are collected to form a so-called floc, and the floc is precipitated, while the supernatant is discharged into a river or the like.
At this time, in the aeration tank, microorganisms can efficiently decompose organic substances and the purification efficiency of sewage is improved, so that the amount of sludge that precipitates is reduced.
Moreover, the suspended solids and microorganisms that have settled in the settling tank are sent as sludge to a tank preceding the feed path provided with the magnetic field applying device via the sludge return path. As a result, the sludge that has settled in the settling tank is used for adding microorganisms to the tank preceding the aeration tank by sending it to the tank preceding the feed path provided with the magnetic field applying device. The sludge itself will flow again into the aeration tank. As a result, suspended solids that could not be decomposed in the aeration tank are decomposed again, so most of what is discarded in the precipitation tank is discarded only by microorganisms such as inorganic substances, and discarded. The amount of sludge produced is very low.

また、必要に応じ、上記磁場付与装置を、汚水が通る通管と、該通管の外側の一つの円周上に設けられ磁場を発生する複数の電磁石からなる磁場発生部と、電磁石に電流を流す電源とを備えて構成している。
これにより、有機物及び汚泥は、汚水とともに通管に形成された磁場を通過し、この磁場の刺激により有機物及び汚泥が微細化される。
また、通管の外側の一つの円周上に複数の電磁石を設けたので、磁場発生部を通過する汚水に、通管の軸周りの全周にわたって万遍なく磁場を付与することができ、有機物及び汚泥の微細化を効率的に行なわせることができる。
In addition, if necessary, the magnetic field applying device is provided with a through-tube through which sewage passes, a magnetic field generating unit including a plurality of electromagnets provided on one circumference outside the through-tube, and a current flowing through the electromagnet. And a power source for supplying the air.
Thereby, the organic matter and sludge pass through the magnetic field formed in the pipe along with the sewage, and the organic matter and sludge are refined by stimulation of the magnetic field.
In addition, since a plurality of electromagnets are provided on one circumference outside the pipe, it is possible to uniformly apply a magnetic field over the entire circumference around the axis of the pipe to the sewage passing through the magnetic field generation unit. Organic matter and sludge can be refined efficiently.

更に、必要に応じ、上記磁場発生部を、通管の軸を中心に線対称に設けられ極性が互いに異なる一対の電磁石の組を複数組設けて構成している。
これにより、磁場発生部の複数の電磁石が励磁されてなる磁場を横切るようになり、微細化を効率よく行なうことができる。
Furthermore, as necessary, the magnetic field generator is configured by providing a plurality of pairs of electromagnets that are provided symmetrically about the axis of the tube and that have different polarities.
As a result, a plurality of electromagnets of the magnetic field generating section are crossed over the magnetic field, and miniaturization can be performed efficiently.

更にまた、必要に応じ、上記一対の電磁石にパルス状の電圧を印加して該一対の電磁石によりパルス磁場を形成させるパルス電圧生成手段を備えている。
これにより、パルス磁場が形成されているので、単に磁場を付与した場合に比較して、有機物及び汚泥への刺激が強くなり、より一層有機物及び汚泥の微細化を効率的に行なうことができる。また、微生物が合成した酵素の活性を促すことができ、活性した酵素により有機物の微細化を効率的に行なうことができる。
Furthermore, pulse voltage generation means is provided for applying a pulsed voltage to the pair of electromagnets to form a pulsed magnetic field by the pair of electromagnets as necessary.
Thereby, since the pulse magnetic field is formed, compared with the case where the magnetic field is simply applied, the stimulation to the organic matter and the sludge becomes stronger, and the organic matter and the sludge can be further refined more efficiently. Moreover, the activity of the enzyme synthesized by the microorganism can be promoted, and the organic substance can be efficiently refined by the activated enzyme.

また、必要に応じ、上記各電磁石の組を順次励磁させる順次励磁手段を設けている。
これにより、汚水中の有機物及び汚泥に、磁場の方向を複雑にして付与することができ、有機物及び汚泥への刺激が強くなり、より一層有機物及び汚泥の微細化を効率的に行なうことができる。
Further, if necessary, sequential excitation means for sequentially exciting the respective electromagnet sets is provided.
Thereby, the direction of the magnetic field can be applied to the organic matter and sludge in the sewage in a complicated manner, the stimulation to the organic matter and sludge becomes stronger, and further refinement of the organic matter and sludge can be performed more efficiently. .

更に、必要に応じ、上記磁場発生部を、上記通管の軸方向に複数列設している。
磁場発生部が複数あるので、磁場発生部が1つの場合に比較して、有機物及び汚泥の微細化を効率的に行なうことができる。
Furthermore, if necessary, a plurality of the magnetic field generators are arranged in the axial direction of the pipe.
Since there are a plurality of magnetic field generators, the organic matter and sludge can be efficiently refined as compared with the case of one magnetic field generator.

本発明の汚水の浄化システムによれば、循環径路に流れる汚水に磁場を付与する磁場付与装置を設け、循環径路が設けられる槽に沈殿槽に沈殿した汚泥を返送する汚泥返送径路を設けたので、磁場付与装置による磁場と、汚泥返送径路により返送された汚泥中の微生物とにより、曝気槽に流入する前に有機物である浮遊物質及び汚泥が微細化されて微生物に取り込まれやすくなるとともに、汚泥返送径路により返送された汚泥により、汚水全体の有機物の量に対して微生物が充分な数となる。そのため、曝気槽に流入し、曝気槽に空気が吹き込まれると、有機物は、空気中の酸素により、速やかに分解させられる。これにより、汚水中のBODやSS等の除去,低減が速やかに行なわれ、汚水の浄化処理効率を向上させることができる。また、浄化処理効率が高いことから、処理時間の短縮化も図ることができる。また、循環径路で充分に汚水と汚泥が混合させられるので、有機物の微細化が促進せることができる。
更に、沈殿槽に沈殿した汚泥は、曝気槽の汚水の浄化処理効率が向上しているので、その量を少なくすることができる。更にまた、循環径路が設けられた槽に微生物を添加する用に供されることから、汚泥自体が再び曝気槽に流入することになる。そのため、曝気槽で分解しきれなくて残った浮遊物質等が再び分解されるので、沈殿槽に沈殿したもののうち廃棄されるもののほとんどは、無機物のような微生物で分解できないもののみになり、廃棄される汚泥の量を非常に少なくすることができる。
According to the sewage purification system of the present invention, a magnetic field applying device for applying a magnetic field to the sewage flowing through the circulation path is provided, and a sludge return path for returning sludge settled in the settling tank is provided in a tank provided with the circulation path. In addition, the suspended matter and sludge, which are organic substances, are made finer before entering the aeration tank by the magnetic field by the magnetic field applying device and the microorganisms in the sludge returned by the sludge return path, and the sludge Due to the sludge returned by the return path, the number of microorganisms is sufficient for the amount of organic matter in the entire sewage. Therefore, when it flows into the aeration tank and air is blown into the aeration tank, the organic matter is quickly decomposed by oxygen in the air. Thereby, removal and reduction of BOD, SS, etc. in sewage are performed rapidly, and the purification processing efficiency of sewage can be improved. In addition, since the purification processing efficiency is high, the processing time can be shortened. Moreover, since sewage and sludge are sufficiently mixed in the circulation path, refinement of organic substances can be promoted.
Furthermore, the amount of the sludge precipitated in the settling tank can be reduced because the purification treatment efficiency of the sewage in the aeration tank is improved. Furthermore, since it is used for adding microorganisms to the tank provided with the circulation path, the sludge itself flows again into the aeration tank. As a result, suspended solids that could not be decomposed in the aeration tank are decomposed again, so most of what is discarded in the precipitation tank is discarded only by microorganisms such as inorganic substances, and discarded. The amount of sludge produced can be greatly reduced.

以下、添付図面に基づいて、本発明の実施の形態に係る汚水の浄化システムについて詳細に説明する。   Hereinafter, a sewage purification system according to an embodiment of the present invention will be described in detail with reference to the accompanying drawings.

図1には、本発明の第一の実施の形態に係る汚水の浄化システムS1を示している。
この汚水の浄化システムS1は、例えば、食品の加工工場1から排出された排水を汚水として浄化するものである。この汚水には、主に、脂質・炭水化物・タンパク質等の有機物が汚水中に溶解したり、あるいは、溶解しない有機物の集合物が浮遊物質となったりして含まれており、これらが、BODやSS等の原因になっている。
この汚水の浄化システムS1において、この有機物を微生物により分解させることでBOD及びSS等の除去,低減を行なう。微生物は、鞭毛虫,繊毛虫,根足類等の原生生物や常在菌で構成されている。
FIG. 1 shows a sewage purification system S1 according to the first embodiment of the present invention.
The sewage purification system S1 purifies, for example, wastewater discharged from the food processing factory 1 as sewage. This sewage mainly contains organic substances such as lipids, carbohydrates, and proteins dissolved in the sewage, or a collection of organic substances that do not dissolve as floating substances. Cause of SS.
In this sewage purification system S1, the organic matter is decomposed by microorganisms to remove and reduce BOD and SS. Microorganisms are composed of protists and resident bacteria such as flagellates, ciliates and rhizopods.

具体的には、汚水の浄化システムS1は、汚水が流れ込む調整槽10と、調整槽10よりも後位側に設けられ調整槽10側からの汚水に微生物処理を行なう曝気槽20と、曝気槽20の後位側に設けられ曝気槽20で微生物処理された汚水を沈殿処理する沈殿槽30と、調整槽10と曝気槽20との間に沈殿槽30に沈殿した汚泥Wと調整槽10から流入した汚泥Wを混合する汚泥投入槽40とを備えてなる。この汚水の浄化システムS1には、その調整槽10と汚泥投入槽40との間,汚泥投入槽40と曝気槽20との間及び曝気槽20と沈殿槽30との間に、汚水を後位側の槽に送給する送給径路11,21,41が設けられ、調整槽10から後位側の槽に向けて順に汚水を流すことができるようになっている。   Specifically, the sewage purification system S1 includes an adjustment tank 10 into which sewage flows, an aeration tank 20 that is provided on the rear side of the adjustment tank 10 and performs microbial treatment on the sewage from the adjustment tank 10, and an aeration tank 20 from a settling tank 30 that is disposed on the rear side of the tank 20 and precipitates sewage treated with microorganisms in the aeration tank 20, and the sludge W that has settled in the settling tank 30 between the adjustment tank 10 and the aeration tank 20 and the adjustment tank 10. And a sludge charging tank 40 for mixing the infused sludge W. In the sewage purification system S1, sewage is disposed between the adjustment tank 10 and the sludge charging tank 40, between the sludge charging tank 40 and the aeration tank 20, and between the aeration tank 20 and the precipitation tank 30. Feeding paths 11, 21, 41 for feeding to the tank on the side are provided, and sewage can be flowed sequentially from the adjustment tank 10 toward the tank on the rear side.

調整槽10には、食品の加工工場1からの排水が汚水として流れ込む。
また、調整槽10内には、調整槽10と汚泥投入槽40との間に設けられる送給径路11に調整槽10内の汚水をくみ揚げる吸引ポンプ12が設けられている。
Waste water from the food processing plant 1 flows into the adjustment tank 10 as sewage.
Further, in the adjustment tank 10, a suction pump 12 that pumps up the sewage in the adjustment tank 10 is provided in a feeding path 11 provided between the adjustment tank 10 and the sludge charging tank 40.

曝気槽20には、曝気槽20内の汚水に空気を吹き込むブロア22が設けられている。この曝気槽20においては、ブロア22で空気を吹き込むことにより、特に、好気性菌等を活性化させて浮遊物質を分解せしめる。曝気槽20と沈殿槽30との間の汚水の送給径路21は、汚水を曝気槽20からオーバーフローさせて沈殿槽30に流し込むようになっている。   The aeration tank 20 is provided with a blower 22 that blows air into the sewage in the aeration tank 20. In the aeration tank 20, by blowing air with the blower 22, in particular, aerobic bacteria and the like are activated and the suspended matter is decomposed. The sewage supply path 21 between the aeration tank 20 and the settling tank 30 causes the sewage to overflow from the aeration tank 20 and flow into the settling tank 30.

沈殿槽30は、曝気槽20から流入した汚水中の浮遊物質を集合させて、所謂フロックとして比重を汚水よりも大きくして沈殿させ、これを汚泥Wとして取り出す。この沈殿した汚泥Wには、鞭毛虫,繊毛虫,根足類等の原生生物や常在菌等の微生物が含まれている。また、汚泥には、これらの微生物等によって合成され、微生物自身が、生命活動を行なうための養分として有機物を取り込み易いように、有機物を高分子のものから低分子のものに分解する酵素が多く含まれている。
また、沈殿槽30からは、その上澄みが、例えば、河川5等に放流される。
The sedimentation tank 30 collects suspended substances in the sewage flowing in from the aeration tank 20, precipitates the so-called floc with a specific gravity greater than that of the sewage, and takes it out as sludge W. This precipitated sludge W contains protists such as flagellates, ciliates and rhizobia, and microorganisms such as resident bacteria. In addition, sludge contains many enzymes that are synthesized by these microorganisms and decompose the organic matter from high molecular weight to low molecular weight so that the microorganism itself can easily take up organic matter as nutrients for carrying out life activities. include.
Further, from the sedimentation tank 30, the supernatant is discharged into, for example, the river 5 or the like.

汚泥投入槽40には、汚泥投入槽40と曝気槽20との間に設けられる送給径路41に汚泥投入槽40内の汚水を汲み上げる吸引ポンプ42が設けられている。
また、汚泥投入槽40には、沈殿槽30に沈殿した汚泥Wを返送する汚泥返送径路45が設けられている。汚泥返送径路45には、例えば、ポンプ(図示せず)が介装され、このポンプの吸引により沈殿槽30の底部の汚泥Wを吸引するとともにこの汚泥Wを汚泥投入槽40側に送出している。
The sludge input tank 40 is provided with a suction pump 42 that pumps up the sludge in the sludge input tank 40 to a feed path 41 provided between the sludge input tank 40 and the aeration tank 20.
Further, the sludge input tank 40 is provided with a sludge return path 45 for returning the sludge W precipitated in the settling tank 30. For example, a pump (not shown) is interposed in the sludge return path 45, and the sludge W at the bottom of the sedimentation tank 30 is sucked by the suction of the pump and the sludge W is sent to the sludge charging tank 40 side. Yes.

更に、調整槽10及び汚泥投入槽40には、調整槽10及び汚泥投入槽40の汚水を循環させる循環径路50が設けられている。循環径路50は、汚泥投入槽40と調整槽10との間に設けられる送給径路11と、汚泥投入槽40の汚水を調整槽10に返送する汚水返送径路51とで構成されている。
汚水返送径路51は、汚泥投入槽40の底部に汚水の入口と調整槽10側の出口とを有し、出口が調整槽10に貯留された汚水の水面よりも高い位置に位置させられている。また、汚水返送径路51には、その入口から汚泥投入槽40の底部に設けたポンプ52により汚水が流入させられる。更に、循環径路50の出口には、出口から流出して調整槽10に落下する汚水を飛散させる飛散機構53が設けられている。
Furthermore, the adjustment tank 10 and the sludge charging tank 40 are provided with a circulation path 50 for circulating the sewage in the adjusting tank 10 and the sludge charging tank 40. The circulation path 50 includes a feeding path 11 provided between the sludge charging tank 40 and the adjusting tank 10 and a sewage returning path 51 for returning the sewage from the sludge charging tank 40 to the adjusting tank 10.
The sewage return path 51 has an inlet of sewage and an outlet on the adjustment tank 10 side at the bottom of the sludge charging tank 40, and the outlet is positioned higher than the surface of the sewage stored in the adjustment tank 10. . Further, sewage flows into the sewage return path 51 by a pump 52 provided at the bottom of the sludge charging tank 40 from its inlet. Furthermore, the outlet of the circulation path 50 is provided with a scattering mechanism 53 that scatters sewage that flows out of the outlet and falls into the adjustment tank 10.

また、図1乃至図5に示すように、循環径路50には、これを流れる汚水に磁場を付与する磁場付与装置60が設けられている。詳しくは、磁場付与装置60は、汚水が通る通管61と、通管61外側の一つの円周上に設けられ磁場を発生する複数の電磁石62a,62b,62c,62d,62e,62fからなる磁場発生部62と、電磁石62a,62b,62c,62d,62e,62fに電流を流す電源64とを備えて構成されている。
通管61は、汚水返送径路51の一部を構成している。
磁場発生部62は、通管61の軸を中心に線対称に設けられ極性が互いに異なる一対の電磁石の組(第一の電磁石の組62a,62b、第二の電磁石の組62c,62d、第三の電磁石の組62e,62f)を複数組設けて構成されている。また、この磁場発生部62の電磁石62a,62b,62c,62d,62e,62fは、内部に電磁石62a,62b,62c,62d,62e,62fへの配線が形成された基板63に取り付けられている。実施の形態においては、一対の磁石の組を3組、略等角度関係で設けた。更に、図5に示すように、この磁場発生部62は、管の軸方向に複数列設されている。
Further, as shown in FIGS. 1 to 5, the circulation path 50 is provided with a magnetic field applying device 60 that applies a magnetic field to sewage flowing through the circulation path 50. Specifically, the magnetic field applying device 60 includes a passage 61 through which sewage passes and a plurality of electromagnets 62a, 62b, 62c, 62d, 62e, and 62f that are provided on one circumference outside the passage 61 and generate a magnetic field. A magnetic field generator 62 and a power source 64 for supplying current to the electromagnets 62a, 62b, 62c, 62d, 62e, and 62f are provided.
The through pipe 61 constitutes a part of the sewage return path 51.
The magnetic field generator 62 is a pair of electromagnets that are provided symmetrically about the axis of the pipe 61 and have different polarities (first electromagnet sets 62a and 62b, second electromagnet sets 62c and 62d, A plurality of sets of three electromagnets 62e, 62f) are provided. In addition, the electromagnets 62a, 62b, 62c, 62d, 62e, and 62f of the magnetic field generator 62 are attached to a substrate 63 in which wirings to the electromagnets 62a, 62b, 62c, 62d, 62e, and 62f are formed. . In the embodiment, three pairs of magnets are provided in a substantially equiangular relationship. Further, as shown in FIG. 5, the magnetic field generators 62 are arranged in a plurality of rows in the axial direction of the tube.

更にまた、図2及び図5に示すように、各磁場発生部62において第一の電磁石の組62a,62b、第二の電磁石の組62c,62d、第三の電磁石の組62e,62fの夫々にパルス状の電圧を印加して第一の電磁石の組62a,62b、第二の電磁石の組62c,62d、第三の電磁石の組62e,62fによりパルス磁場を形成させるパルス電圧生成手段65と、各磁場発生部62において第一の電磁石の組62a,62b、第二の電磁石の組62c,62d、第三の電磁石の組62e,62fを順次励磁させる順次励磁手段66とを設けた構成としている。   Furthermore, as shown in FIGS. 2 and 5, in each magnetic field generator 62, a first electromagnet set 62a, 62b, a second electromagnet set 62c, 62d, and a third electromagnet set 62e, 62f, respectively. Pulse voltage generating means 65 for applying a pulse voltage to the first electromagnet set 62a, 62b, the second electromagnet set 62c, 62d, and the third electromagnet set 62e, 62f to form a pulsed magnetic field; In each magnetic field generator 62, a first electromagnet set 62a and 62b, a second electromagnet set 62c and 62d, and a third electromagnet set 62e and 62f are sequentially excited and sequentially excited means 66 is provided. Yes.

パルス電圧生成手段65は、一定周期のパルス電圧を生成する発信回路67と、シフトレジスタで構成されている。また、順次励磁手段66は、シフトレジスタで構成されている。
順次励磁手段66であるシフトレジスタは、発信回路67のパルス電圧で作動させられ、発信回路67の1周期毎に、各電磁石の組に順に電圧を印加している。この順次励磁手段66によれば、例えば、図7に示すように、第1の組の電磁石62a,62bと、第2の組の電磁石62c,62dと、第3の組の電磁石62e,62fに順にパルス電圧を印加(ON),印加の解除(OFF)を行なって各電磁石の組を励磁させる。発信回路67によって生成されたパルス電圧は、例えば、各電磁石62a,62b,62c,62d,62e,62fに付与されるパルス電圧の波長λが所謂生育光線の波長λと同等のλ=5〜25μmの範囲になるように、その周波数が設定されている。
また、図中、68は、パルス電圧を適宜の電圧に増幅する増幅回路である。
The pulse voltage generation means 65 includes a transmission circuit 67 that generates a pulse voltage with a constant period and a shift register. Further, the sequential excitation means 66 is composed of a shift register.
The shift register which is the sequential excitation means 66 is operated by the pulse voltage of the transmission circuit 67 and applies a voltage to each set of electromagnets in order for each cycle of the transmission circuit 67. According to the sequential excitation means 66, for example, as shown in FIG. 7, the first set of electromagnets 62a and 62b, the second set of electromagnets 62c and 62d, and the third set of electromagnets 62e and 62f. The pulse voltage is sequentially applied (ON), and the application is canceled (OFF) to excite each electromagnet set. The pulse voltage generated by the transmission circuit 67 is, for example, λ = 5 to 25 μm where the wavelength λ of the pulse voltage applied to each electromagnet 62a, 62b, 62c, 62d, 62e, 62f is equal to the so-called growth light wavelength λ. The frequency is set to be in the range.
In the figure, reference numeral 68 denotes an amplifier circuit that amplifies the pulse voltage to an appropriate voltage.

この浄化システムS1を用いて汚水を浄化処理すると以下のようになる。
図1に示すように、食品の加工工場1からの汚水が調整槽10に流れ込み、この汚水が調整槽10中のポンプ12でくみ揚げられ送給径路11を通って汚泥投入槽40に送給される。この際、食品の加工工場1からの汚水は、図7(a)に示すように、溶存した有機物と、溶存しない有機物の集合体である浮遊物質があり、浮遊物質の量がかなり多くなっている。
また、汚泥投入槽40には、汚泥返送径路45を介して汚泥Wが投入される。そして、循環径路50によって調整槽10及び汚泥投入槽40間を、汚水とともに循環させられ、循環過程で汚水に汚泥Wが混合されていく(図7(b))。この際、循環径路50を循環する有機物及び汚泥Wは、汚水中の浮遊物質が主にマイナスに、汚泥Wは主にプラスに電気的に帯電しているので、汚水中の浮遊物質と汚泥Wとが自ずと吸着していく。これにより、汚泥Wが汚泥投入槽40に投入されており、汚泥Wを浮遊物質の表面にとりつかせることができる(図7(c))。
When this purification system S1 is used to purify sewage, the following occurs.
As shown in FIG. 1, sewage from the food processing plant 1 flows into the adjustment tank 10, and the sewage is pumped by the pump 12 in the adjustment tank 10 and fed to the sludge charging tank 40 through the feed path 11. Is done. At this time, as shown in FIG. 7 (a), the sewage from the food processing plant 1 has dissolved organic substances and suspended substances that are aggregates of undissolved organic substances, and the amount of suspended substances is considerably increased. Yes.
In addition, the sludge W is introduced into the sludge introduction tank 40 through the sludge return path 45. And it is made to circulate with the sewage between the adjustment tank 10 and the sludge input tank 40 by the circulation path 50, and the sludge W is mixed with sewage in the circulation process (FIG.7 (b)). At this time, the organic matter and sludge W circulating in the circulation path 50 are electrically charged with the suspended matter in the sewage being mainly negative, and the sludge W is mainly electrically charged positively. And will naturally adsorb. Thereby, the sludge W is thrown into the sludge throwing tank 40, and the sludge W can be attached to the surface of a floating substance (FIG.7 (c)).

循環径路50においては、汚水が、汚水返送径路51の一部である通管61を通る際に、磁場付与装置60により磁場が付与されていく。
図7(d)及び図7(e)に示すように、通管61内においては、汚水中の有機物及び汚泥Wは、磁場発生部62の複数の電磁石62a,62b,62c,62d,62e,62fが励磁されてなる磁場を横切って、通管61内を流れていく。そのため、有機物及び汚泥Wが、磁場で刺激されて微細化されていく。
この際、通管61の外側の一つの円周上に複数の電磁石62a,62b,62c,62d,62e,62fを設けたので、磁場発生部62を通過する汚水に、通管61の軸周りの全周にわたって万遍なく磁場を付与することができ、有機物及び汚泥Wの微細化を効率的に行なわせることができる。
In the circulation path 50, when the sewage passes through the pipe 61 that is a part of the sewage return path 51, a magnetic field is applied by the magnetic field applying device 60.
As shown in FIGS. 7 (d) and 7 (e), in the pipe 61, organic matter and sludge W in the sewage are separated from the plurality of electromagnets 62a, 62b, 62c, 62d, 62e, 62f flows through the pipe 61 across the magnetic field excited. Therefore, organic matter and sludge W are stimulated by a magnetic field and are refined.
At this time, since a plurality of electromagnets 62 a, 62 b, 62 c, 62 d, 62 e, and 62 f are provided on one circumference on the outside of the pipe 61, the sewage that passes through the magnetic field generator 62 is placed around the axis of the pipe 61. Thus, the magnetic field can be applied uniformly over the entire circumference, and the organic matter and the sludge W can be refined efficiently.

また、パルス電圧生成手段65により一対の電磁石の組(第一の電磁石の組62a,62b、第二の電磁石の組62c,62d、第三の電磁石の組62e,62f)でパルス磁場が形成されているので、単に磁場を付与した場合に比較して、有機物及び汚泥Wへの刺激が強くなり、より一層有機物及び汚泥Wの微細化を効率的に行なうことができる。
また、生育光線と略同等の波長のパルス磁場を付与することにより、汚泥W中の微生物を活性化させることができる。特に、汚水中の酵素の活性を促すことができる。
更に、第一の電磁石の組62a,62b、第二の電磁石の組62c,62d、第三の電磁石の組62e,62fを順次励磁させる順次励磁手段66を設けたので、汚水中の有機物及び汚泥Wに、磁場の方向を異ならせて付与することができ、有機物及び汚泥Wへの刺激が強くなり、より一層有機物及び汚泥Wの微細化を効率的に行なうことができる。
The pulse voltage generation means 65 forms a pulse magnetic field with a pair of electromagnets (first electromagnet set 62a, 62b, second electromagnet set 62c, 62d, and third electromagnet set 62e, 62f). Therefore, compared with the case where the magnetic field is simply applied, the stimulation to the organic matter and the sludge W becomes stronger, and the organic matter and the sludge W can be further miniaturized more efficiently.
Moreover, the microorganisms in the sludge W can be activated by giving the pulse magnetic field of a wavelength substantially equivalent to a growth light beam. In particular, the activity of enzymes in sewage can be promoted.
Further, since the first electromagnet set 62a and 62b, the second electromagnet set 62c and 62d, and the third electromagnet set 62e and 62f are sequentially excited, the sequential excitation means 66 is provided. The direction of the magnetic field can be imparted to W differently, the stimulation to the organic matter and the sludge W becomes stronger, and the organic matter and the sludge W can be further refined more efficiently.

また、汚泥返送径路45で汚泥Wが返送されるので、浮遊物質の単位量あたりにとりつく微生物の数が増加しており、浮遊物質に充分な数の微生物を取りつかせることができる。また、浮遊物質は、微細化されて汚水中の浮遊物質全体の表面積が大きくなっているので、汚泥Wが浮遊物質の表面によく吸着する。この汚泥Wが吸着した浮遊物質は、主に、汚泥W中の比較的大きな微生物である原生生物等に捕食されて分解され、小さな分子量の有機物となる。この際、有機物は微細化されているので、原生生物等の捕食を容易に行なわせることができる。   In addition, since the sludge W is returned through the sludge return path 45, the number of microorganisms attached to the unit amount of the suspended matter is increased, and a sufficient number of microorganisms can be attached to the suspended matter. Moreover, since the suspended solids are refined and the entire surface area of the suspended solids in the sewage is increased, the sludge W is well adsorbed on the surface of the suspended solids. The suspended matter adsorbed by the sludge W is mainly preyed by protists and the like, which are relatively large microorganisms in the sludge W, and decomposed to become organic substances having a small molecular weight. At this time, since the organic matter is refined, predation of protists can be easily performed.

また、循環径路50においては、汚水と汚泥Wがよく混合されて、磁場及び微生物の補食による有機物の微細化だけでなく、微生物等が合成した酵素の働きによっても有機物の微細化が行なわれる。
また、汚水返送径路51の出口において、汚水が調整槽10に落下する際に飛散機構53で飛散するので、飛散した汚水中の浮遊物質と大気中の酸素とが結合しやすくなる。そのため、曝気槽20に至る前に、予め、調整槽10で汚水中の微生物等が大気中の酸素を利用し、あるいは、浮遊物質自身に酸素が結合して浮遊物質を多少酸化分解しておくことができる。
上記のようにして、循環径路50において、浮遊物質の微細化が更に進むと、浮遊物質の有機物は、高分子のものから低分子となり、汚水に溶存し易くなる(図7(e))。汚水に溶存した有機物は、微生物に取り込まれていく。
Further, in the circulation path 50, sewage and sludge W are mixed well, and the organic matter is refined not only by the refinement of the organic matter by magnetic field and microorganism supplementation but also by the action of the enzyme synthesized by the microorganisms and the like. .
Further, when the sewage falls into the adjustment tank 10 at the outlet of the sewage return path 51, the sewage is scattered by the scattering mechanism 53, so that the suspended matter in the sewage scattered and oxygen in the atmosphere are easily combined. Therefore, before reaching the aeration tank 20, microorganisms in the sewage use oxygen in the atmosphere in the adjustment tank 10, or oxygen is bound to the suspended matter itself to oxidize and decompose the suspended matter to some extent. be able to.
As described above, in the circulation path 50, when the fineness of the suspended matter further proceeds, the organic matter of the suspended matter is changed from a polymer to a low molecule, and is easily dissolved in sewage (FIG. 7 (e)). Organic matter dissolved in sewage is taken up by microorganisms.

そして、汚泥投入槽40,調整槽10及び循環径路50で汚水と汚泥Wとが充分に混合されて、汚水中の浮遊物質が充分に微細化されたならば、汚泥投入槽40のポンプ42を作動させ送給径路41を介して汚水を曝気槽20に送給していく。
汚水が曝気槽20に送給され、ブロア22により曝気槽20内に空気が吹き込まれると、有機物は、そのほとんどが低分子のものになって溶存され、微生物に取り込まれているので、主に好気性菌等の比較的小さな微生物は、ブロア22からの空気を用いるとともに取り込んだ有機物を養分として細胞分裂等により増殖していき、増殖過程で、有機物のほとんどが二酸化炭素と水になっていく。
When the sludge and the sludge W are sufficiently mixed in the sludge charging tank 40, the adjustment tank 10 and the circulation path 50 and the suspended matter in the sludge is sufficiently refined, the pump 42 of the sludge charging tank 40 is turned on. The sewage is supplied to the aeration tank 20 through the supply path 41.
When sewage is fed to the aeration tank 20 and air is blown into the aeration tank 20 by the blower 22, most of the organic matter is dissolved in low molecular weight and is taken up by microorganisms. Relatively small microorganisms such as aerobic bacteria use the air from the blower 22 and grow by cell division etc. using the taken-in organic matter as nutrients, and in the growth process, most of the organic matter becomes carbon dioxide and water. .

即ち、従来は、曝気槽20で曝気槽20に存在する微生物で有機物である浮遊物質の分解を行なわせているが、これに対し本発明では、曝気槽20に流入する前に、予め、浮遊物質を微細化することで有機物のほとんどを充分に汚水に溶存させて有機物を微生物が取り込みやすい大きさにし、しかも、汚泥Wを汚泥返送径路45で汚泥投入槽40に投入して汚水中の有機物の量に対して充分な数の微生物を添加してあるので、曝気槽20に流入すると、ブロア22で曝気槽20に吹き込まれた空気中の酸素により、速やかに分解させられるのである。これにより、汚水中のBODやSS等の除去,低減が速やかに行なわれ、汚水の浄化処理効率が向上させられる。また、浄化処理効率が高いことから、処理時間の短縮化も図ることができる。
また、微細化しきれないで残った浮遊物質は、ブロア22で吹き込まれた空気の酸素を用いて分解されて微細化され、その後、上記と同様に二酸化炭素と水とに分解される。そして、曝気槽20から適時に、送給径路21を介してオーバーフローにより、沈殿槽30に汚水を送給する。
That is, conventionally, the aeration tank 20 decomposes floating substances, which are microorganisms present in the aeration tank 20 and are organic substances. In contrast, in the present invention, before flowing into the aeration tank 20, floating is performed in advance. By refining the substance, most of the organic matter is sufficiently dissolved in the sewage water so that the organic matter can be easily taken in by the microorganisms, and the sludge W is introduced into the sludge input tank 40 through the sludge return path 45 and the organic matter in the sewage. Since a sufficient number of microorganisms are added to the amount of the gas, when it flows into the aeration tank 20, it is quickly decomposed by oxygen in the air blown into the aeration tank 20 by the blower 22. Thereby, removal and reduction of BOD, SS, etc. in sewage are performed rapidly, and the purification processing efficiency of sewage is improved. In addition, since the purification processing efficiency is high, the processing time can be shortened.
Further, the suspended matter that cannot be completely refined is decomposed and refined using oxygen in the air blown by the blower 22, and then decomposed into carbon dioxide and water in the same manner as described above. Then, the sewage is fed from the aeration tank 20 to the sedimentation tank 30 by the overflow through the feeding path 21 at an appropriate time.

沈殿槽30では、曝気槽20で分解しきれないで残った浮遊物質や微生物を集合して所謂フロックとし、このフロックを沈殿させる一方、上澄みを河川5等に放流していく。また、沈殿槽30に沈殿した浮遊物質や微生物は、汚泥Wとして汚泥返送径路45を介して汚泥投入槽40に送られる。これにより、沈殿槽30に沈殿した汚泥Wは、汚泥返送径路45を介して曝気槽20よりも前位の槽に送ることで、曝気槽20よりも前位の槽に微生物を添加する用に供されるとともに、汚泥W自体が再び曝気槽20に流入することになる。そのため、曝気槽20で分解しきれなくて残った浮遊物質等が再び分解されるので、沈殿槽30に沈殿したもののうち廃棄されるもののほとんどは、無機物のような微生物で分解できないもののみになり、廃棄される汚泥Wの量が非常に少ないものとなる。   In the sedimentation tank 30, floating substances and microorganisms that could not be decomposed in the aeration tank 20 are collected to form a so-called floc, and the floc is precipitated, while the supernatant is discharged into the river 5 or the like. The suspended matter and microorganisms that have settled in the sedimentation tank 30 are sent to the sludge input tank 40 through the sludge return path 45 as sludge W. As a result, the sludge W that has settled in the settling tank 30 is sent to the tank in front of the aeration tank 20 via the sludge return path 45 so that microorganisms are added to the tank in front of the aeration tank 20. In addition, the sludge W itself flows into the aeration tank 20 again. Therefore, since the suspended solids and the like that cannot be decomposed in the aeration tank 20 are decomposed again, most of what is deposited in the precipitation tank 30 is discarded only by microorganisms such as inorganic substances that cannot be decomposed. Therefore, the amount of sludge W to be discarded becomes very small.

次に、本発明の第二の実施の形態に係る汚水の浄化システムを説明する。
図8に示すように、この汚水の浄化システムS2は、汚水に多量の浮遊物質が含まれ、汚水のBOD,SSの値の高いものに用いられる。詳しくは、この汚水の浄化システムS2は、上記第一の実施の形態の汚水の浄化システムS1と異なり、食品の加工工場1からの汚水が流入し内部にこの汚水を攪拌する汚水攪拌槽70と、汚水攪拌槽70の後位に設けられ汚泥返送径路45aからの汚泥Wと汚水とが混合される一次汚泥投入槽80と、一次汚泥投入槽80の後位に設けられる調整槽10と、調整槽10の後位に設けられ汚泥返送径路45からの汚泥Wと汚水とが混合される二次汚泥投入槽40と、二次汚泥投入槽40の後位側に設けられ調整槽10側からの汚水に微生物処理を行なう曝気槽20と、曝気槽20の後位側に設けられ曝気槽20で微生物処理された汚水を沈殿処理する沈殿槽30とを備えてなる。汚水攪拌槽70,一次汚泥投入槽80,調整槽10,二次汚泥投入槽40及び曝気槽20の各槽とその後位の槽の間には、槽内の汚水を後位側の槽に送給する送給径路71,81,11,41,21が設けられている。
Next, a sewage purification system according to a second embodiment of the present invention will be described.
As shown in FIG. 8, this sewage purification system S2 is used for sewage containing a large amount of suspended solids and having a high BOD, SS value. Specifically, the sewage purification system S2 is different from the sewage purification system S1 of the first embodiment, and a sewage agitation tank 70 that sewage from the food processing factory 1 flows into and agitates the sewage inside. A primary sludge charging tank 80 provided at the rear of the sludge agitation tank 70 in which the sludge W and the sludge from the sludge return path 45a are mixed, and an adjustment tank 10 provided at the rear of the primary sludge charging tank 80, and adjustment A secondary sludge charging tank 40 provided in the rear of the tank 10 in which the sludge W and the sludge from the sludge return path 45 are mixed, and a rear sludge charging tank 40 provided on the rear side of the secondary sludge charging tank 40 from the adjustment tank 10 side. An aeration tank 20 that performs microbial treatment on sewage and a settling tank 30 that is provided on the rear side of the aeration tank 20 and precipitates sewage that has been microbially treated in the aeration tank 20. Between each of the sewage agitation tank 70, the primary sludge charging tank 80, the adjustment tank 10, the secondary sludge charging tank 40, and the aeration tank 20 and the subsequent tanks, the sewage in the tank is sent to the rear tank. Feeding paths 71, 81, 11, 41, 21 for feeding are provided.

汚水攪拌槽70は、内部に攪拌フィン73が設けられ、汚水攪拌槽70内の汚水を攪拌する。また、汚水攪拌槽70には、一次汚泥投入槽80に汚水を送給する送給径路71に汚水をくみ揚げるポンプ72が設けられている。
また、汚水攪拌槽70及び一次汚泥投入槽80には、汚水攪拌槽70及び一次汚泥投入槽80の汚水を循環させる一次循環径路90が設けられている。一次循環径路90は、上記の実施の形態に係る汚水の浄化システムS1の循環径路50と略同様に構成され、汚水攪拌槽70と一次汚泥投入槽80との間に設けられる送給径路71と、一次汚泥投入槽80の汚水を汚水攪拌槽70に返送する第一汚水返送径路91とで構成されている。第一汚水返送径路91には、磁場付与装置60が設けられている。92は、第一汚水返送径路91に汚水をくみ揚げるポンプである。
The sewage agitation tank 70 is provided with an agitation fin 73 inside, and agitates the sewage in the sewage agitation tank 70. Further, the sewage agitation tank 70 is provided with a pump 72 that pumps the sewage into a feed path 71 that feeds the sewage to the primary sludge charging tank 80.
The sewage agitation tank 70 and the primary sludge input tank 80 are provided with a primary circulation path 90 for circulating the sewage in the sewage agitation tank 70 and the primary sludge input tank 80. The primary circulation path 90 is configured in substantially the same manner as the circulation path 50 of the sewage purification system S1 according to the above-described embodiment, and the supply path 71 provided between the sewage agitation tank 70 and the primary sludge charging tank 80; The first sewage return path 91 returns the sewage in the primary sludge charging tank 80 to the sewage agitation tank 70. The first sewage return path 91 is provided with a magnetic field applying device 60. Reference numeral 92 denotes a pump for pumping up sewage into the first sewage return path 91.

汚泥返送径路45は、末端側が分岐(45a)して一次汚泥投入槽80及び二次汚泥投入槽40に接続され、沈殿槽30に沈殿した汚泥Wを各投入槽40,80に返送できるようになっている。
更に、上記の実施の形態に係る汚水の浄化システムS1の循環径路50と同様の二次循環経路50が設けられている。二次循環径路50は、調整槽10と二次汚泥投入槽40との間に設けられる送給径路11と、二次汚泥投入槽40の汚水を汚水攪拌槽70に返送する第二汚水返送径路51とで構成されている。
その他の構成は上記のものと同様である。
The sludge return path 45 is branched at the end side (45a) and connected to the primary sludge charging tank 80 and the secondary sludge charging tank 40 so that the sludge W settled in the settling tank 30 can be returned to the respective charging tanks 40, 80. It has become.
Further, a secondary circulation path 50 similar to the circulation path 50 of the sewage purification system S1 according to the above embodiment is provided. The secondary circulation path 50 includes a supply path 11 provided between the adjustment tank 10 and the secondary sludge charging tank 40, and a second sewage return path for returning the sewage from the secondary sludge charging tank 40 to the sewage agitation tank 70. 51.
Other configurations are the same as those described above.

この第二の実施の形態に係る汚水の浄化システムS1を用いると、食品の加工工場1からの汚水が汚水攪拌槽70に流れ込む。
この汚水が汚水攪拌槽70内のポンプ72でくみ揚げられ送給径路71を通って一次汚泥投入槽80に送給される。また、一次汚泥投入槽80には、汚泥返送径路45を介して沈殿槽30で沈殿した汚泥Wが流入し、汚泥Wが汚水に投入される。そして、上記第一の実施の形態の循環経路50と同様に、一次循環径路90によって汚水攪拌槽70及び一次汚泥投入槽80間を、汚水が循環させられ、汚水攪拌槽70の攪拌フィン73による攪拌等により汚水に汚泥Wがよく混合される。
When the sewage purification system S <b> 1 according to the second embodiment is used, sewage from the food processing factory 1 flows into the sewage agitation tank 70.
This sewage is pumped up by a pump 72 in the sewage agitation tank 70 and is fed to the primary sludge charging tank 80 through the feed path 71. Moreover, the sludge W settled in the settling tank 30 flows into the primary sludge charging tank 80 through the sludge return path 45, and the sludge W is thrown into the sewage. Then, similarly to the circulation path 50 of the first embodiment, the sewage is circulated between the sewage agitation tank 70 and the primary sludge charging tank 80 by the primary circulation path 90, and the agitation fins 73 of the sewage agitation tank 70 are used. The sludge W is well mixed with the sewage by stirring or the like.

この一次循環径路90においては、一次汚水返送径路51である通管61を通る際に、汚水に磁場付与装置60からの磁場が付与されていく。
この際、汚水攪拌槽70に流入する汚水には、非常に多くの浮遊物質が含まれているので、これらが集合して所謂スカムと呼ばれる集合体となることもあるが、攪拌フィン73を設けてスカムを分散し、有機物がなるべく汚水中にある状態で、この汚水を、汚水攪拌槽70及び一次汚泥投入槽80間に循環させるので、浮遊物質の微細化が円滑に行なわれる。
そして、予め、浮遊物質の大きさをある程度小さくした状態で、一次汚泥投入槽80の汚水を調整槽10に、オーバーフローにより流入させていく。
この際、調整槽10よりも前位側の槽において、予め、汚水中の浮遊物質が微細化され、その大きさが小さくなっているので、調整槽10,二次汚泥投入槽40及び循環径路50での浮遊物質の微細化に係る負荷が軽減される。そのため、汚水中の浮遊物質が多量であっても、調整槽10,二次汚泥投入槽40及び循環径路50での有機物の微細化が円滑に行なわれ、浄化処理効率の向上が図られる。
その他の作用,効果は上記第一の実施の形態のものと同様である。
In the primary circulation path 90, the magnetic field from the magnetic field applying device 60 is applied to the sewage when passing through the pipe 61 that is the primary sewage return path 51.
At this time, since the sewage flowing into the sewage agitation tank 70 contains a large amount of suspended solids, these may gather together to form a so-called scum assembly. The scum is dispersed and the sewage is circulated between the sewage agitation tank 70 and the primary sludge charging tank 80 in a state where the organic matter is in the sewage as much as possible.
Then, the sewage in the primary sludge charging tank 80 is caused to flow into the adjustment tank 10 by overflow in a state where the size of the suspended solids is reduced to some extent.
At this time, since the suspended matter in the sewage is refined in advance in the tank on the front side of the adjustment tank 10 and the size thereof is reduced, the adjustment tank 10, the secondary sludge charging tank 40, and the circulation path 50, the load related to the refining of suspended solids is reduced. Therefore, even if there is a large amount of suspended solids in the sewage, organic substances are smoothly refined in the adjustment tank 10, the secondary sludge charging tank 40, and the circulation path 50, and the purification efficiency is improved.
Other operations and effects are the same as those of the first embodiment.

次に、本発明の開発段階で提案された汚水の浄化システムについて説明する。
図9に示すように、この汚水の浄化システムS3は、食品の加工工場1等からの汚水の量が比較的少ない場合に用いられるもので、上記第一の実施の形態の汚水の浄化システムS1と同様の調整槽10と、曝気槽20と、沈殿槽30とを備えているが、上記第一の実施の形態の汚水の浄化システムS1と異なり、調整槽10の後位に設けられ沈殿槽30に沈殿した汚泥Wと調整槽10から流入した汚水とを混合する汚泥投入槽100と、汚泥投入槽100と曝気槽20の間に設けられ汚泥投入槽100から流入した汚水を攪拌する汚水攪拌槽110とを備えてなる。また、この汚水の浄化システムS3には、調整槽10と汚泥投入槽100との間,汚泥投入槽100と汚水攪拌槽110との間,汚水攪拌槽110と曝気槽20との間及び曝気槽20と沈殿槽30との間には、汚水を後位側の槽に送給する送給径路11,101,111,21が設けられ、調整槽10から後位側の槽に向けて順に汚水を流すことができるようになっている。
Next, the sewage purification system proposed in the development stage of the present invention will be described.
As shown in FIG. 9, this sewage purification system S3 is used when the amount of sewage from the food processing factory 1 or the like is relatively small, and the sewage purification system S1 of the first embodiment described above. The adjustment tank 10, the aeration tank 20, and the precipitation tank 30 are provided, but unlike the sewage purification system S1 of the first embodiment, the precipitation tank is provided at the rear of the adjustment tank 10. The sludge input tank 100 that mixes the sludge W that has settled in 30 and the sewage that flows in from the adjustment tank 10, and the sewage agitation that is provided between the sludge input tank 100 and the aeration tank 20 and stirs the sewage that flows in from the sludge input tank 100 And a tank 110. The sewage purification system S3 includes the adjustment tank 10 and the sludge charging tank 100, the sludge charging tank 100 and the sewage stirring tank 110, the sewage stirring tank 110 and the aeration tank 20, and the aeration tank. Between 20 and the sedimentation tank 30, the supply path 11,101,111,21 which supplies sewage to the tank of a back | latter side is provided, and sewage in order toward the tank of a back | latter side from the adjustment tank 10 is provided. Can be shed.

曝気槽20より前位側にある槽である汚泥投入槽100と汚水攪拌槽110との間の送給径路101には、これを流れる汚水に磁場を付与する磁場付与装置60が設けられている。この磁場付与装置60は、図2乃至図6に示すように、上記のものと同様に、送給径路101の一部を構成する通管61と、通管61の外側の一つの円周上に設けられ磁場を発生する複数の電磁石62a,62b,62c,62d,62e,62fからなる磁場発生部62と、電磁石62a,62b,62c,62d,62e,62fに電流を流す電源64とを備えて構成されている。
汚泥投入槽100には、沈殿槽30に沈殿した汚泥Wを返送する汚泥返送径路105が設けられている。
更にまた、汚水攪拌槽110には、汚水攪拌槽110内の汚水を攪拌する攪拌ポンプ112が設けられている。
その他の構成は、上記のものと同様である。
A feeding path 101 between the sludge charging tank 100 and the sewage agitation tank 110, which is a tank on the front side of the aeration tank 20, is provided with a magnetic field applying device 60 that applies a magnetic field to the sewage flowing therethrough. . As shown in FIGS. 2 to 6, the magnetic field applying device 60 includes a communication pipe 61 that forms a part of the feed path 101 and a single circumference outside the communication pipe 61, as described above. And a magnetic field generator 62 including a plurality of electromagnets 62a, 62b, 62c, 62d, 62e, and 62f that generate a magnetic field, and a power source 64 that supplies current to the electromagnets 62a, 62b, 62c, 62d, 62e, and 62f. Configured.
The sludge input tank 100 is provided with a sludge return path 105 for returning the sludge W precipitated in the settling tank 30.
Furthermore, the sewage agitation tank 110 is provided with an agitation pump 112 for agitating the sewage in the sewage agitation tank 110.
Other configurations are the same as those described above.

この汚水の浄化システムS3を用いると、食品の加工工場1からの汚水が調整槽10に流れ込み、この汚水が調整槽10内のポンプ12でくみ揚げられ送給径路11を通って汚泥投入槽100に送給される。また、汚泥投入槽100には、汚泥返送径路45を介して沈殿槽30で沈殿した汚泥Wが流入し、汚泥Wが汚水に投入される。そして、汚泥投入槽100の汚水は、オーバーフローにより、汚泥投入槽100から送給径路101を通って汚水攪拌槽110に流入する。
この際、磁場付与装置60がこの送給径路101に設けられているので、上記と同様に、磁場により、有機物である浮遊物質は微細化されていく。また、汚泥W中の酵素あるいは、微生物が新たに合成した酵素及び微生物の捕食等によっても微細化されていく。
When this sewage purification system S3 is used, the sewage from the food processing plant 1 flows into the adjustment tank 10, and this sewage is pumped by the pump 12 in the adjustment tank 10 and passes through the feed path 11 to the sludge input tank 100. To be sent to. Moreover, the sludge W settled in the settling tank 30 flows into the sludge charging tank 100 via the sludge return path 45, and the sludge W is thrown into the sewage. And the sewage of the sludge input tank 100 flows into the sewage agitation tank 110 through the feed path 101 from the sludge input tank 100 by overflow.
At this time, since the magnetic field applying device 60 is provided in the feeding path 101, the floating substance, which is an organic substance, is refined by the magnetic field in the same manner as described above. Moreover, it refines | miniaturizes also by the predation etc. of the enzyme in the sludge W, the enzyme newly synthesized by the microorganism, and the microorganism.

汚水攪拌槽110においては、攪拌ポンプ112で汚水が攪拌されて汚泥W中の微生物と汚水とがよく混合されて、微生物や酵素により浮遊物質が微細化されて有機物が溶存していき、この溶存した有機物が微生物に取り込まれていく。
その後、この汚水が曝気槽20に送給される。
In the sewage agitation tank 110, the sewage is agitated by the agitation pump 112, the microorganisms in the sludge W and the sewage are well mixed, the suspended matter is refined by the microorganisms and enzymes, and the organic matter is dissolved. Organic matter is taken up by microorganisms.
Thereafter, the sewage is fed to the aeration tank 20.

曝気槽20に投入され、ブロア22により曝気槽20内に空気が吹き込まれると、有機物は、そのほとんどが低分子のものになって溶存され、微生物に取り込まれているので、曝気槽20のブロア22で曝気槽20中の汚水に空気が供給されると、微生物は取り込んだ有機物を養分として細胞分裂等により増殖していき、増殖過程で、有機物のほとんどが二酸化炭素と水になっていく。
そして、曝気槽20から適時に、送給径路を介してオーバーフローにより、沈殿槽30に汚水を送給する。
When the air is blown into the aeration tank 20 and air is blown into the aeration tank 20 by the blower 22, most of the organic matter is dissolved in low molecular weight and taken up by microorganisms. When air is supplied to the sewage in the aeration tank 20 at 22, microorganisms grow by cell division or the like using the taken-in organic matter as nutrients, and most of the organic matter becomes carbon dioxide and water in the growth process.
Then, the sewage is fed from the aeration tank 20 to the sedimentation tank 30 by the overflow through the feeding path at an appropriate time.

沈殿槽30では、浮遊物質や微生物を集合して所謂フロックとし、このフロックを沈殿させる一方、その上澄みを河川5等に放流していく。また、沈殿槽30に沈殿した浮遊物質や微生物は、汚泥Wとして汚泥返送径路45を介して汚泥投入槽100に送られる。
その他の作用及び効果は上記のものと同様である。
In the settling tank 30, suspended substances and microorganisms are gathered to form a so-called floc, and the floc is precipitated, while the supernatant is discharged into the river 5 and the like. The suspended matter and microorganisms that have settled in the sedimentation tank 30 are sent to the sludge input tank 100 through the sludge return path 45 as sludge W.
Other operations and effects are the same as those described above.

本発明の第一の実施の形態に係る汚水の浄化システムを示す図である。It is a figure which shows the purification system of the sewage which concerns on 1st embodiment of this invention. 本発明の第一の実施の形態に係る汚水の浄化システムの磁場付与装置を示す図である。It is a figure which shows the magnetic field provision apparatus of the purification system of the sewage which concerns on 1st embodiment of this invention. 本発明の第一の実施の形態に係る汚水の浄化システムの磁場付与装置の図2中A−A線断面を示す図である。It is a figure which shows the AA line cross section in FIG. 2 of the magnetic field provision apparatus of the purification system of the sewage which concerns on 1st embodiment of this invention. 本発明の第一の実施の形態に係る汚水の浄化システムの磁場付与装置を示す図である。It is a figure which shows the magnetic field provision apparatus of the purification system of the sewage which concerns on 1st embodiment of this invention. 本発明の第一の実施の形態に係る汚水の浄化システムの磁場付与装置のシステムを示すブロック図である。It is a block diagram which shows the system of the magnetic field provision apparatus of the purification system of the sewage which concerns on 1st embodiment of this invention. 本発明の第一の実施の形態に係る汚水の浄化システムの電磁石に印可される電圧を示すグラフ図である。It is a graph which shows the voltage applied to the electromagnet of the sewage purification system which concerns on 1st embodiment of this invention. 本発明の第一の実施の形態に係る汚水の浄化システムにおいて、汚水中の有機物の状態を示す図である。In the sewage purification system which concerns on 1st embodiment of this invention, it is a figure which shows the state of the organic substance in sewage. 本発明の第二の実施の形態に係る汚水の浄化システムを示す図である。It is a figure which shows the purification system of the sewage which concerns on 2nd embodiment of this invention. 本発明の開発段階で提案された汚水の浄化システムを示す図である。It is a figure which shows the purification system of the sewage proposed in the development stage of this invention. 従来の汚水の浄化システムの一例を示す図である。It is a figure which shows an example of the purification system of the conventional sewage.

符号の説明Explanation of symbols

S1,S2,S3 汚水の浄化システム
10 調整槽
20 曝気槽
30 沈殿槽
40 汚泥投入槽(二次汚泥投入槽)
W 汚泥
45 汚泥返送径路
50 循環径路(一次循環径路)
51 汚水返送径路(第二汚水返送径路)
52 ポンプ
53 飛散機構
60 磁場付与装置
61 通管
62 磁場発生部
62a,62b,62c,62d,62e,62f 電磁石
63 基板
65 パルス電圧生成手段
66 順次励磁手段
70 汚水攪拌槽
80 一次汚泥投入槽
90 一次循環径路
100 汚泥投入槽
101 送給径路
S1, S2, S3 Sewage purification system 10 Adjustment tank 20 Aeration tank 30 Sedimentation tank 40 Sludge input tank (secondary sludge input tank)
W Sludge 45 Sludge return path 50 Circulation path (Primary circulation path)
51 Wastewater return route (second wastewater return route)
52 Pump 53 Scattering mechanism 60 Magnetic field applying device 61 Pipe 62 Magnetic field generator 62a, 62b, 62c, 62d, 62e, 62f Electromagnet 63 Substrate 65 Pulse voltage generating means 66 Sequential excitation means 70 Sewage agitation tank 80 Primary sludge charging tank 90 Primary Circulation path 100 Sludge input tank 101 Feeding path

Claims (7)

汚水が流れ込む調整槽と、該調整槽よりも後位側に設けられ該調整槽側からの汚水に微生物処理を行なう曝気槽と、該曝気槽の後位側に設けられ該曝気槽で微生物処理された汚水を沈殿処理する沈殿槽との少なくとも3つの槽を備えた汚水の浄化システムにおいて、
上記曝気槽より前位側にある槽において汚水を循環させる循環径路を設け、
上記循環径路に、これを流れる汚水に磁場を付与する磁場付与装置を設け、
上記循環径路が設けられる槽に上記沈殿槽に沈殿した汚泥を返送する汚泥返送径路を設け、
上記調整槽と曝気槽との間に、上記調整槽からの汚水と上記沈殿槽から上記汚泥返送経路によって返送された汚泥とを混合する汚泥投入槽を設け、
上記循環径路を、上記調整槽の汚水を上記汚泥投入槽へ送給する送給径路と、上記汚泥投入槽の汚水を上記調整槽に返送する汚水返送径路とを備えて構成し、
上記循環経路の汚水返送経路に上記磁場付与装置を設けたことを特徴とする汚水の浄化システム。
An adjustment tank into which sewage flows, an aeration tank provided on the rear side of the adjustment tank for performing microbial treatment on the sewage from the adjustment tank side, and a microbial treatment in the aeration tank provided on the rear side of the aeration tank In a sewage purification system comprising at least three tanks with a settling tank for precipitating treated sewage,
Provide a circulation path for circulating sewage in the tank on the front side of the aeration tank,
A magnetic field applying device that applies a magnetic field to the sewage flowing through the circulation path is provided.
Provide a sludge return path for returning sludge settled in the settling tank in the tank provided with the circulation path,
Between the adjustment tank and the aeration tank, a sludge charging tank for mixing the sludge from the adjustment tank and the sludge returned from the sedimentation tank by the sludge return path is provided.
The circulation path comprises a supply path for feeding the sewage in the adjustment tank to the sludge input tank, and a sewage return path for returning the sludge in the sludge input tank to the adjustment tank,
A sewage purification system, wherein the magnetic field applying device is provided in the sewage return path of the circulation path .
汚水が流れ込む調整槽と、該調整槽よりも後位側に設けられ該調整槽側からの汚水に微生物処理を行なう曝気槽と、該曝気槽の後位側に設けられ該曝気槽で微生物処理された汚水を沈殿処理する沈殿槽との少なくとも3つの槽を備えた汚水の浄化システムにおいて、
上記曝気槽より前位側にある槽において汚水を循環させる循環径路を設け、
上記循環径路に、これを流れる汚水に磁場を付与する磁場付与装置を設け、
上記循環径路が設けられる槽に上記沈殿槽に沈殿した汚泥を返送する汚泥返送径路を設け、
上記調整槽の前位に、汚水を攪拌する汚水攪拌槽を設けるとともに、該汚水攪拌槽からの汚水と上記沈殿槽から上記汚泥返送経路によって返送された汚泥とを混合して上記調整槽に送給する一次汚泥投入槽を設け、
上記調整槽と曝気槽との間に、上記調整槽からの汚水と上記沈殿槽から上記汚泥返送経路によって返送された汚泥とを混合する二次汚泥投入槽を設け、
上記循環径路を、一次循環径路及び二次循環経路を備えて構成し、
上記一次循環経路を、上記汚水攪拌槽の汚水を上記一次汚泥投入槽へ送給する送給径路と、上記一次汚泥投入槽の汚水を上記汚水攪拌槽に返送する第一汚水返送径路とを備えて構成し、
上記二次循環経路を、上記調整槽の汚水を上記二次汚泥投入槽へ送給する送給径路と、上記二次汚泥投入槽の汚水を上記調整槽に返送する第二汚水返送径路とを備えて構成し、
上記一次循環径路の第一汚水返送径路及び上記二次循環経路の第二汚水返送径路に、夫々、上記磁場付与装置を設けたことを特徴とする汚水の浄化システム。
An adjustment tank into which sewage flows, an aeration tank provided on the rear side of the adjustment tank for performing microbial treatment on the sewage from the adjustment tank side, and a microbial treatment in the aeration tank provided on the rear side of the aeration tank In a sewage purification system comprising at least three tanks with a settling tank for precipitating treated sewage,
Provide a circulation path for circulating sewage in the tank on the front side of the aeration tank,
A magnetic field applying device that applies a magnetic field to the sewage flowing through the circulation path is provided.
Provide a sludge return path for returning sludge settled in the settling tank in the tank provided with the circulation path,
A sewage agitation tank for agitating sewage is provided in front of the adjustment tank, and the sewage from the sewage agitation tank and the sludge returned from the sedimentation tank by the sludge return path are mixed and sent to the adjustment tank. Set up a primary sludge charging tank,
Between the adjustment tank and the aeration tank, a secondary sludge charging tank that mixes the sludge from the adjustment tank and the sludge returned from the sedimentation tank by the sludge return path is provided.
The circulation path is configured with a primary circulation path and a secondary circulation path,
The primary circulation path includes a supply path for feeding the sewage in the sewage agitation tank to the primary sludge input tank, and a first sewage return path for returning the sewage in the primary sludge input tank to the sewage agitation tank. And configure
The secondary circulation path includes a supply path for feeding the sewage from the adjustment tank to the secondary sludge input tank, and a second sewage return path for returning the sewage from the secondary sludge input tank to the adjustment tank. Configure and prepare
A sewage purification system, wherein the magnetic field applying device is provided in each of the first sewage return path of the primary circulation path and the second sewage return path of the secondary circulation path.
上記磁場付与装置を、汚水が通る通管と、該通管の外側の一つの円周上に設けられ磁場を発生する複数の電磁石からなる磁場発生部と、電磁石に電流を流す電源とを備えて構成したことを特徴とする請求項1または2記載の汚水の浄化システム。   The magnetic field applying device includes a through-tube through which sewage passes, a magnetic field generating unit including a plurality of electromagnets provided on one circumference outside the through-tube and generating a magnetic field, and a power source for supplying current to the electromagnet. The sewage purification system according to claim 1 or 2, wherein the system is configured as described above. 上記磁場発生部を、上記通管の軸を中心に線対称に設けられ極性が互いに異なる一対の電磁石の組を複数組設けて構成したことを特徴とする請求項3記載の汚水の浄化システム。   4. The sewage purification system according to claim 3, wherein the magnetic field generation unit is configured by providing a plurality of sets of a pair of electromagnets provided in line symmetry about the axis of the pipe and having different polarities. 上記一対の電磁石にパルス状の電圧を印加して該一対の電磁石によりパルス磁場を形成させるパルス電圧生成手段を備えたことを特徴とする請求項4記載の汚水の浄化システム。   The sewage purification system according to claim 4, further comprising pulse voltage generation means for applying a pulsed voltage to the pair of electromagnets to form a pulsed magnetic field by the pair of electromagnets. 上記各電磁石の組を順次励磁させる順次励磁手段を設けたことを特徴とする請求項4または5記載の汚水の浄化システム。   6. The sewage purification system according to claim 4 or 5, further comprising sequential excitation means for sequentially exciting the electromagnet groups. 上記磁場発生部を、上記通管の軸方向に複数列設したことを特徴とする請求項3,4,5または6記載の汚水の浄化システム。   The sewage purification system according to claim 3, 4, 5, or 6, wherein a plurality of the magnetic field generation units are arranged in the axial direction of the pipe.
JP2006069200A 2006-03-14 2006-03-14 Sewage purification system Expired - Fee Related JP4860306B2 (en)

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