JPH057397U - Contact aeration sewage treatment equipment - Google Patents

Contact aeration sewage treatment equipment

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Publication number
JPH057397U
JPH057397U JP010376U JP1037691U JPH057397U JP H057397 U JPH057397 U JP H057397U JP 010376 U JP010376 U JP 010376U JP 1037691 U JP1037691 U JP 1037691U JP H057397 U JPH057397 U JP H057397U
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Japan
Prior art keywords
contact
flow
iron
contact aeration
flow path
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Pending
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JP010376U
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Japanese (ja)
Inventor
則三 森川
Original Assignee
株式会社西原環境衛生研究所
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Priority to JP010376U priority Critical patent/JPH057397U/en
Publication of JPH057397U publication Critical patent/JPH057397U/en
Pending legal-status Critical Current

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

Abstract

(57)【要約】 [目的] 単一の接触曝気槽で、BOD除去とリン除去
を効率よく行えるようにする。 [構成] 接触曝気槽において、比較的大面積のBOD
用接触材に2〜3cm/秒の下降流を通して、BODを
除去すると共に、比較的小面積の鉄接触材に10〜20
cm/秒の上昇流を通して、リンを除去する。
(57) [Summary] [Purpose] To enable efficient removal of BOD and phosphorus with a single contact aeration tank. [Constitution] BOD of relatively large area in contact aeration tank
The BOD is removed by passing a downward flow of 2 to 3 cm / sec through the metal contact material, and 10 to 20 is applied to the iron contact material having a relatively small area
Phosphorus is removed through an upflow of cm / sec.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

この考案は浄化槽の接触曝気汚水処理装置に関し、特に接触材間の流路に鉄材 を配置した接触曝気汚水処理装置に関する。   The present invention relates to a contact aeration sewage treatment device for a septic tank, and in particular, a ferrous material is used for a flow path between contact materials. The present invention relates to a contact aeration sewage treatment device in which the

【0002】[0002]

【従来の技術】[Prior art]

浄化槽の接触曝気槽内では、その中の処理液(汚水)を接触材に繰返し接触さ せて処理液の浄化処理を行っている。   In the contact aeration tank of the septic tank, the treatment liquid (sewage) in it is repeatedly contacted with the contact material. Then, the processing liquid is purified.

【0003】 図5に示すように、接触曝気槽1内に接触材3を配列し、断面で見て接触曝気 槽1のほぼ中央に処理液の上昇流を形成するように、接触材3の間に流路5を設 ける。[0003]   As shown in FIG. 5, the contact materials 3 are arranged in the contact aeration tank 1, and the contact aeration is seen in a cross section. A flow path 5 is provided between the contact materials 3 so that an upward flow of the processing liquid is formed in the approximate center of the tank 1. Kick

【0004】 この流路5内に送気管11を配設し、送気管11の下部に接続した散気管13 (ディフュ−ザ)から空気を排出して処理液に上昇流を発生させて、処理液を循 環させる。[0004]   An air supply pipe 11 is arranged in the flow path 5, and an air diffusion pipe 13 connected to the lower part of the air supply pipe 11 Air is discharged from the (diffuser) to generate an upward flow in the processing liquid, and the processing liquid is circulated. Make a ring.

【0005】 流路内を上昇した処理液は、流路5上端部より、接触材3表面に分散し、接触 材間を通って下降する。接触材間を通って下降した処理液は、接触材3の下端部 から出て、ディフュ−ザ13のところに寄せられて、再び上昇流に巻き込まれる 。こうして、接触材間を繰返し通過する循環流が接触曝気槽1内にでき、接触材 3の表面に形成されている微生物膜により処理水内のBODの除去が行われる。[0005]   The processing liquid that has risen in the flow path is dispersed from the upper end of the flow path 5 to the surface of the contact material 3 and contacted. It descends through the material. The processing liquid descending through between the contact materials is the lower end portion of the contact material 3. Exits, is drawn to the diffuser 13, and is re-engaged in the updraft. . In this way, a circulating flow repeatedly passing between the contact materials is formed in the contact aeration tank 1, The BOD in the treated water is removed by the microbial film formed on the surface of No. 3.

【0006】 接触材間を通過する下降流の流速は、大略2〜3cm/秒であった。 一方、鉄材表面の酸素濃淡電池による電気化学的鉄腐食を利用した汚水中のリン 除去(特開昭61−268397、特開昭62−250997、特開平1−38 197)が開発され、鉄接触材表面の攪拌流速を10〜20cm/秒の範囲内に することが酸素濃淡電池による電気化学的鉄腐食維持の為に望ましいとされてい る(特開平1−218683)。鉄接触材によるリン除去においては、処理水が 鉄接触材を下降するように鉄接触材は配置されている(特開昭63−31598 、実開昭62−10099、特開昭61−178092)。処理水の上昇流は、 散気管などにより、別個の流路で作られる。[0006]   The flow velocity of the downward flow passing between the contact materials was approximately 2 to 3 cm / sec. On the other hand, phosphorus in wastewater using electrochemical iron corrosion by oxygen concentration battery on iron surface Removal (JP-A 61-268397, JP-A 62-250997, JP-A 1-38) 197) was developed and the stirring flow velocity on the surface of the iron contact material was set within the range of 10 to 20 cm / sec. Is recommended for maintaining electrochemical iron corrosion by oxygen concentration batteries. (JP-A 1-218683). When phosphorus is removed by iron contact material, treated water is The iron contact material is arranged so as to descend the iron contact material (Japanese Patent Laid-Open No. 63-31598). , JP 62-10099, and JP 61-178092). The rising flow of treated water is It is made in a separate flow path by an air diffuser or the like.

【0007】 さらに、浮遊微生物(活性汚泥)を利用した生物学的脱窒法と鉄接触材利用に よる脱リン法を組み合わせた窒素リン同時除去(用水と廃水、1989年31巻 12号25〜33頁)が開発され、鉄接触材を利用した場合に、脱窒率が向上し 、且つ活性汚泥の沈降性が向上するとされている。[0007]   In addition, for biological denitrification method using suspended microorganisms (activated sludge) and utilization of iron contact material Simultaneous Removal of Nitrogen and Phosphorus Combined with the Dephosphorization Method No. 12, pp. 25-33) was developed, the denitrification rate was improved when iron contact materials were used. It is also said that the settling property of activated sludge is improved.

【0008】[0008]

【考案が解決しようとする課題】[Problems to be solved by the device]

しかし、一般には、BODを除去した後に、リン除去や脱窒が行われ、浄化槽 を効率良くかつ機能的に稼働するために、接触曝気汚水処理装置において微生物 膜によるBOD除去処理と流路に配設した鉄による脱リン処理を機能的に組み合 わせることについて示唆する従来技術にはない。   However, in general, after removing BOD, phosphorus removal and denitrification are performed, and In order to operate the plant efficiently and functionally, the microorganisms in the contact aeration sewage treatment equipment Functional combination of BOD removal treatment with membrane and dephosphorization treatment with iron placed in the flow path There is no suggestion in the prior art to do so.

【0009】 また、鉄材表面は、水質の条件によっては、電気化学的な不動態域を形成し易 いために、鉄材から鉄イオンの溶出が実質的に停止してしまうことがあるという 欠点がある。さらに、鉄材表面に汚泥が付着しても鉄イオンの溶出が妨げられる 。[0009]   In addition, the surface of the iron material easily forms an electrochemical passivation region depending on the water quality conditions. Therefore, the elution of iron ions from the iron material may be substantially stopped. There are drawbacks. Furthermore, even if sludge adheres to the iron material surface, elution of iron ions is prevented. .

【0010】 従って、本考案の目的は、接触材に付着した微生物膜によるBOD除去処理と 流路に配設した鉄材による脱リン処理を機能的に行える接触曝気汚水処理装置を 提供することである。[0010]   Therefore, the purpose of the present invention is to perform a BOD removal treatment by a microbial film attached to the contact material. A contact aeration sewage treatment device that can functionally perform dephosphorization treatment with iron material installed in the flow path Is to provide.

【0011】 また、本考案の目的は、流路に配設した鉄材から鉄イオンが安定して溶出する ようにした接触曝気汚水処理装置を提供することである。[0011]   Further, an object of the present invention is to stably elute iron ions from the iron material arranged in the flow path. A contact aeration sewage treatment apparatus is provided.

【0012】[0012]

【課題を解決するための手段】 本考案の接触曝気汚水処理装置は、処理液を入れる接触曝気槽と、該接触曝気 槽内に配置された接触材と、接触曝気槽内に処理液の循環流を生じさせる循環流 発生装置と、接触材とともに前記循環流を構成するための流路とを有する接触曝 気処理装置において、前記流路内に鉄材を配置し、前記流路内の処理液の流速が 10〜20cm/秒であるようにしたことを特徴とする。[Means for Solving the Problems]   The contact aeration sewage treatment apparatus of the present invention comprises a contact aeration tank for containing a treatment liquid and the contact aeration. Circulating flow that creates a circulating flow of the processing liquid in the contact aeration tank with the contact material placed in the tank Contact exposure having a generator and a flow path for forming the circulating flow together with a contact material In the gas treatment device, an iron material is arranged in the flow passage, and the flow velocity of the treatment liquid in the flow passage is It is characterized in that it is set to 10 to 20 cm / sec.

【0013】 前記流路は、縦型もしくは横型に構成できる。そして、前記循環流発生装置は 、エアレーター、散気装置、攪拌装置もしくはロータで構成できる。[0013]   The flow path can be formed vertically or horizontally. And the circulating flow generator is , An aerator, an air diffuser, a stirrer, or a rotor.

【0014】[0014]

【作用】[Action]

本考案の接触曝気汚水処理装置では、接触曝気槽内における処理液の循環流を 利用して、流路に配設した鉄材表面で酸素濃淡電池による電気化学的鉄腐食を生 じせしめ、且つ鉄イオンの過剰溶出を防止しつつ、好適な腐食状態を維持するに 必要な10〜20cm/秒の範囲内の処理液流速が得られると共に、微生物膜が 付着した接触材はBOD除去のために比較的流速の低い容積の反応面が得られる 。処理液流速は、循環流の流路面積を拡大縮小したり、循環流の発生装置である 散気装置や攪拌装置もしくはロータの調整で制御できる。   The contact aeration sewage treatment device of the present invention uses the circulating flow of the treatment liquid in the contact aeration tank. By utilizing it, electrochemical iron corrosion by the oxygen concentration battery is generated on the surface of the iron material arranged in the flow path. In order to maintain a suitable corrosion state while preventing the iron ions from being excessively eluted The required treatment liquid flow rate within the range of 10 to 20 cm / sec is obtained, and the microbial membrane is The adhered contact material can obtain a reaction surface with a relatively low flow rate for BOD removal. . The treatment liquid flow rate is used to expand or reduce the flow passage area of the circulation flow or to generate the circulation flow. It can be controlled by adjusting the air diffuser, stirring device or rotor.

【0015】[0015]

【実施例】【Example】

図1は、本考案を適用した実施例の接触曝気槽1を示す。接触曝気槽1には曝 気処理すべき処理液が流入するようになっていて、その液面下に接触材(ろ材と も言う)3が、断面で見て接触曝気槽1の中央部に流路5を形成するように配置 されている。接触材3は、一般的には板状、粒状、塊状、ハニカム状のものを立 体形に配列して構成される。   FIG. 1 shows a contact aeration tank 1 of an embodiment to which the present invention is applied. Exposure to the contact aeration tank 1 The processing liquid to be gas-processed flows in, and the contact material (filter material and Arranged so that the flow path 5 is formed in the central part of the contact aeration tank 1 when viewed in cross section. Has been done. The contact material 3 generally has a plate shape, a granular shape, a lump shape, or a honeycomb shape. It is arranged in a body shape.

【0016】 流路5は、接触材3の支持壁7によって、接触材3から区画され、接触材3に 沿って溝状に伸びる。流路5の上方にエアレータ19が配置されている。[0016]   The flow path 5 is separated from the contact material 3 by the support wall 7 of the contact material 3 and It extends along a groove. An aerator 19 is arranged above the flow path 5.

【0017】 エアレーター19が流路5の上部に配置され、流路5内の処理液を上昇させる とともに、流路5を上昇してきた処理液に空気を混入し、接触材3上に処理液を 分散させる。[0017]   An aerator 19 is arranged above the flow path 5 to raise the processing liquid in the flow path 5. At the same time, air is mixed into the processing liquid that has risen in the flow path 5, and the processing liquid is placed on the contact material 3. Disperse.

【0018】 更に、本実施例では、流路5内に鉄材15が配置されている。鉄材15は、処 理液によって腐食されて、鉄イオンを放出するものであれば、いかなるものでも よい。しかし、腐食し易い軟鋼などの鉄材が好ましく、灰鉄なども利用できる。 また、鉄材15の形は、処理液の流れを著しく妨げないものであれば、いかなる ものでもよい。例えば、鉄板、鉄骨、鉄管、鉄筋、屑鉄、切り粉、旋盤屑、スチ ール缶のいずれでもよい。鉄材15の配置は、処理液の流れに広く接触する形で あれば任意の形を取りうる。たとえば、円筒状部材の中に鉄材を固定して流路5 に装入したり、スチール罐などの屑鉄をかご部材に収容したり、支持材に適宜取 り付けたり、固着したものを流路5に装入したり、薄板や鉄管を組み立てて流路 5に配設すればよい。但し、鉄材15は、流路5の清掃の為に取り外し可能にし て置くことが望ましい。[0018]   Further, in this embodiment, the iron material 15 is arranged in the flow path 5. Iron material 15 Any substance that is corroded by physical fluid and releases iron ions Good. However, an iron material such as mild steel, which is easily corroded, is preferable, and gray iron or the like can also be used. Further, the shape of the iron material 15 is not limited as long as it does not significantly impede the flow of the processing liquid. It may be one. For example, steel plates, steel frames, steel pipes, reinforcing bars, scrap iron, cutting chips, lathe scraps, and staples. Either can be used. Arrange the iron material 15 so that it is in wide contact with the flow of the processing liquid. It can have any shape if it exists. For example, by fixing an iron material in a cylindrical member, the flow path 5 In the car, scrap iron such as steel cans are stored in the car member, Attached or fixed one is inserted into the flow path 5, or thin plates or iron pipes are assembled to form the flow path. 5 may be provided. However, the iron material 15 is removable for cleaning the flow path 5. It is desirable to put it.

【0019】 本実施例の運転に際しては、接触曝気槽1に処理液を入れて、エアレータ19 を稼働すると、エアレータ19により処理液が振り分けられる。振り分けられた 処理液は、接触材3の表面に分散し、接触材3の間を通って下降する。また、流 路5内の処理液が上昇し、流路内に上昇流が生じる。接触材3を通って下降した 処理液は、接触材3の下端部から出して、再び流路5内の上昇流に巻き込まれる 。こうして、接触曝気槽1内に流路及び接触材間を繰り返し通過する循環流がで きる。[0019]   In the operation of this embodiment, the treatment liquid is put in the contact aeration tank 1 and the aerator 19 is used. When the operation is performed, the processing liquid is distributed by the aerator 19. Was distributed The treatment liquid is dispersed on the surface of the contact material 3 and descends through the space between the contact materials 3. Also, The processing liquid in the passage 5 rises, and an ascending flow occurs in the passage. Descended through contact material 3 The treatment liquid is discharged from the lower end portion of the contact material 3 and is re-engaged in the upward flow in the flow path 5. . In this way, a circulating flow that repeatedly passes between the flow path and the contact material is generated in the contact aeration tank 1. Wear.

【0020】 本実施例では、この循環流が無駄無く汚水処理に利用される。すなわち、処理 液が接触材間を下降するときに、微生物膜が付着した接触材3の表面では、活性 汚泥を利用した生物学的BOD除去が行われる。処理液の接触材間の下降流速は 2〜3cm/秒である。一方、処理液が鉄材が配設された流路5を上昇するとき に、鉄材表面の腐食により溶出した鉄イオンが汚水中のリン酸イオンと結合し、 難溶解性のリン酸鉄塩となり、リン除去が行われる。この際、鉄材15の表面の 攪拌流速、すなわち流路5内の処理液の流速を10〜20cm/秒の範囲内にし て、汚水中のリン酸などと鉄イオンの反応によって、鉄材15の表面に沈積した 軟泥状の付着被膜の剥離を促進するとともに、鉄の腐食速度を低下させる不動態 域に入らないようにするためのDO濃度調整を行う。この処理液の流速は、流路 5の断面積と接触材3の断面積に比率により大体決定されるが、散気装置9への 空気の供給により正確に制御される。[0020]   In this embodiment, this circulating flow is used for wastewater treatment without waste. I.e. processing When the liquid descends between the contact materials, the surface of the contact material 3 to which the microbial film is attached is activated. Biological BOD removal using sludge is performed. The descending flow velocity of the processing liquid between the contact materials is 2-3 cm / sec. On the other hand, when the processing liquid rises in the flow path 5 in which the iron material is arranged In addition, the iron ions eluted due to the corrosion of the iron material surface combine with the phosphate ions in the wastewater, It becomes a sparingly soluble iron phosphate, and phosphorus is removed. At this time, the surface of the iron material 15 The stirring flow rate, that is, the flow rate of the processing liquid in the channel 5 is set within the range of 10 to 20 cm / sec. And then deposited on the surface of the iron material 15 by the reaction of iron ions with phosphoric acid in the wastewater. Passivation that promotes delamination of soft mud-like adhered coatings and reduces the corrosion rate of iron The DO concentration is adjusted so as not to enter the range. The flow rate of this processing liquid is The cross-sectional area of the contact member 3 and the cross-sectional area of the contact member 3 are roughly determined by the ratio. It is precisely controlled by the supply of air.

【0021】 尚、支持壁7を鉄製にすれば、支持壁7の表面で電気化学的鉄腐食が生じて、 鉄イオンが溶出することは言うまでもない。従って、鉄材15を流路5内にいれ なくても、鉄製の支持壁7を利用してリン除去が行える。しかし、支持壁7のよ うな構造物を溶出させると、構造物の寿命に影響するので好ましくない。[0021]   When the support wall 7 is made of iron, electrochemical iron corrosion occurs on the surface of the support wall 7, It goes without saying that iron ions are eluted. Therefore, insert the iron material 15 into the flow path 5. Even if it does not exist, phosphorus can be removed using the iron support wall 7. But the support wall 7 It is not preferable to elute such a structure because it affects the life of the structure.

【0022】 接触材3によるBOD除去は、一般には、好気性条件で行われるが、接触曝気 槽1内を間欠的に嫌気性に保持することにより、BOD除去が制限されるとして も、浮遊微生物による脱窒に適した条件を作ることは可能である。[0022]   BOD removal by the contact material 3 is generally performed under aerobic conditions, but contact aeration By intermittently keeping the tank 1 anaerobic, BOD removal is limited. However, it is possible to make conditions suitable for denitrification by suspended microorganisms.

【0023】 図2は、本考案を適用した他の実施例の接触曝気槽1を示す。本実施例では、 図1の実施例におけるエアレータ19の代わりに散気装置9が流路5の中に配置 されている。[0023]   FIG. 2 shows a contact aeration tank 1 of another embodiment to which the present invention is applied. In this embodiment, An air diffuser 9 is arranged in the flow path 5 instead of the aerator 19 in the embodiment of FIG. Has been done.

【0024】 散気装置9は、流路5内を上下に伸びる送気管11と、この送気管11の下端 に接続されて、横方向に伸びる散気管(ディフュ−ザ)13とからなる。散気管 13には多数の穴が開いていて、ここから空気が排出されるようになっている。[0024]   The air diffuser 9 includes an air supply pipe 11 extending vertically in the flow path 5, and a lower end of the air supply pipe 11. And an air diffuser 13 extending laterally. Air diffuser A large number of holes are formed in 13 so that air can be discharged from there.

【0025】 本実施例の運転に際しては、接触曝気槽1に処理液を入れて、散気管13に空 気を供給する。すると、散気管13から排出された空気は、流路5内を上昇し、 いわゆるエアリフト効果によって処理液の上昇流を発生する。流路5内を上昇し た処理液は、流路5上端部より接触材3表面に分散し、接触材間を通って下降す る。接触材間を通って下降した処理液は、接触材3の下端部から出て、散気管1 3のところに寄せられて、再び上昇流に巻き込まれる。こうして、接触曝気槽1 内に流路及び接触材間を繰返し通過する循環流ができる。この循環流によるBO D除去等は実施例1と同様である。[0025]   During the operation of this embodiment, the treatment liquid is put in the contact aeration tank 1 and the diffusing pipe 13 is emptied. Supply the energy. Then, the air discharged from the air diffuser 13 rises in the flow path 5, An upward flow of the processing liquid is generated by the so-called air lift effect. Going up in the channel 5 The treated liquid is dispersed from the upper end of the flow path 5 to the surface of the contact material 3 and descends between the contact materials. It The processing liquid descending through between the contact materials comes out from the lower end portion of the contact material 3, and the diffusing pipe 1 It is brought to the place of 3 and is again involved in the upflow. Thus, contact aeration tank 1 A circulating flow that repeatedly passes between the flow path and the contact material is formed therein. BO by this circulating flow D removal and the like are the same as in the first embodiment.

【0026】 図3は、散気装置9の送気管11が、実施例1の曝気槽中央と異なり、曝気槽 1の壁際に配置され、散気管13が接触材3の下方に配置された実施例を示す。 本実施例では、処理液は接触材3内を上昇し、流路5内を下降し、従って下降流 が鉄材15に接触する。本実施例の運転は、本質的には図1〜図2の実施例と同 様にして行われる。[0026]   In FIG. 3, the air supply pipe 11 of the air diffuser 9 is different from the center of the aeration tank of the first embodiment, unlike the aeration tank. 1 shows an embodiment in which the air diffuser 13 is arranged near the wall of the No. 1 and the air diffuser 13 is arranged below the contact member 3. In the present embodiment, the treatment liquid rises in the contact material 3 and descends in the flow path 5, and thus the descending flow. Contacts the iron material 15. The operation of this embodiment is essentially the same as that of the embodiment of FIGS. Is done in the same way.

【0027】 図4は、本考案を例を適用したオキシデーションディッチ21を示す。オキシ デーションディッチ21の一部に鉄材31が配置されている。処理液は、ロータ 27で酸素を供給されると共に、循環流を形成される。[0027]   FIG. 4 shows an oxidation ditch 21 to which the present invention is applied as an example. Oxy An iron material 31 is arranged on a part of the foundation ditch 21. The processing liquid is the rotor At 27, oxygen is supplied and a circulating stream is formed.

【0028】 本実施例では、ディッチ内の処理液の流速が平均的に30cm/秒前後と比較 的大きいために、鉄材配設部25を拡大流路29とし、ここにおける流速を10 〜20cm/秒の範囲に落として、鉄材31によるリン除去の効率を維持する。[0028]   In this example, the flow rate of the processing liquid in the ditch was compared with an average of around 30 cm / sec. Since it is relatively large, the iron material arrangement portion 25 is used as the enlarged flow path 29, and the flow velocity in this area is set to 10 The efficiency of phosphorus removal by the iron material 31 is maintained by dropping it to a range of -20 cm / sec.

【0029】 本実施例の運転も、本質的には図1〜図2の実施例と同様にして行われる。[0029]   The operation of this embodiment is performed essentially in the same manner as the embodiment of FIGS.

【0030】[0030]

【考案の効果】[Effect of device]

本考案は、以上のように構成されているので、既存の接触曝気槽内における処 理液の循環流を利用して、汚水中のBODは比較的低い流速の微生物膜が付着し た接触材層で除去され、汚水中のリンは比較的早い流速のある流路に配設した鉄 材の腐食により溶出した鉄イオンと結合することにより除去され、機能的かつ経 済的に、微生物膜による処理と鉄材による処理を行える。また、単一の槽でBO D除去とリン除去が行われるので、装置設置面積の狭小化が図れる。   Since the present invention is configured as described above, the treatment in the existing contact aeration tank is performed. BOD in sewage is attached to the microbial membrane at a relatively low flow rate by utilizing the circulation flow of the physical fluid. The phosphorus in the sewage removed by the contact material layer was placed in the flow path with a relatively high flow velocity. It is removed by combining with iron ions eluted by corrosion of the material, and it is functional and In addition, the treatment with the microbial membrane and the treatment with the iron material can be performed. Also, BO in a single tank Since D removal and phosphorus removal are performed, the installation area of the device can be narrowed.

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

【図1】本考案を適用する接触曝気槽の実施例の概略縦
断面図である。
FIG. 1 is a schematic vertical sectional view of an embodiment of a contact aeration tank to which the present invention is applied.

【図2】本考案を適用する接触曝気槽の他の実施例の概
略縦断面図である。
FIG. 2 is a schematic vertical sectional view of another embodiment of the contact aeration tank to which the present invention is applied.

【図3】本考案を適用する接触曝気槽の他の実施例の概
略縦断面図である。
FIG. 3 is a schematic vertical sectional view of another embodiment of the contact aeration tank to which the present invention is applied.

【図4】本考案を適用する接触曝気槽の他の実施例の概
略縦断面図である。
FIG. 4 is a schematic vertical sectional view of another embodiment of the contact aeration tank to which the present invention is applied.

【図5】従来法の接触曝気槽の概略縦断面図である。FIG. 5 is a schematic vertical sectional view of a conventional contact aeration tank.

【符号の説明】[Explanation of symbols]

1 接触曝気槽 3 接触材 5 流路 9 散気装置 11 送気管 13 散気管(ディフュ−ザ) 15 鉄材 19 エアレータ 21 オキシデーションディッチ 23 沈殿部 25 接触材 29 拡大流路 31 鉄材 1 Contact aeration tank 3 contact materials 5 channels 9 Air diffuser 11 Air pipe 13 Air diffuser (diffuser) 15 Iron material 19 aerator 21 Oxidation Ditch 23 Precipitation part 25 Contact material 29 Expansion channel 31 Iron

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 処理液を入れる接触曝気槽と、該接触曝
気槽内に配置された接触材と、接触曝気槽内に処理液の
循環流を生じさせる循環流発生装置と、接触材とともに
前記循環流を構成するための流路とを有する接触曝気処
理装置において、前記流路内に鉄材を配置し、前記流路
内の処理液の流速が10〜20cm/秒であるようにし
たことを特徴とする接触曝気汚水処理装置。
1. A contact aeration tank for containing a treatment liquid, a contact material arranged in the contact aeration tank, a circulation flow generator for generating a circulation flow of the treatment liquid in the contact aeration tank, and the contact material together with the contact material. In a contact aeration processing apparatus having a flow path for forming a circulating flow, an iron material is arranged in the flow path, and the flow rate of the processing liquid in the flow path is 10 to 20 cm / sec. Characteristic contact aeration sewage treatment equipment.
【請求項2】 前記流路が縦形で、該流路内に上昇流を
発生させる前記循環流発生装置が、前記流路の上方また
は下方に配置されたエアレータ、循環装置または散気装
置である請求項2記載の接触曝気汚水処理装置。
2. The flow passage is vertical, and the circulation flow generation device for generating an upward flow in the flow passage is an aerator, a circulation device or an air diffuser arranged above or below the flow passage. The contact aeration sewage treatment apparatus according to claim 2.
【請求項3】 前記流路が横型で、該流路内を前記処理
液が横方向に流れるように形成された請求項1記載の接
触曝気汚水処理装置。
3. The contact aeration sewage treatment apparatus according to claim 1, wherein the flow passage is horizontal and the treatment liquid is formed so as to flow laterally in the flow passage.
JP010376U 1991-02-05 1991-02-05 Contact aeration sewage treatment equipment Pending JPH057397U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP010376U JPH057397U (en) 1991-02-05 1991-02-05 Contact aeration sewage treatment equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP010376U JPH057397U (en) 1991-02-05 1991-02-05 Contact aeration sewage treatment equipment

Publications (1)

Publication Number Publication Date
JPH057397U true JPH057397U (en) 1993-02-02

Family

ID=11748416

Family Applications (1)

Application Number Title Priority Date Filing Date
JP010376U Pending JPH057397U (en) 1991-02-05 1991-02-05 Contact aeration sewage treatment equipment

Country Status (1)

Country Link
JP (1) JPH057397U (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5928525A (en) * 1982-07-19 1984-02-15 アレゲニ−・ラドラム・スチ−ル・コ−ポレ−シヨン Manufacture of cube-on-edge silicon steel
JPS61125494A (en) * 1984-11-22 1986-06-13 Nippon Kokan Kk <Nkk> Treatment of organic waste water
JPS61178092A (en) * 1985-02-01 1986-08-09 Unitika Ltd Treatment of sewage
JPS62279888A (en) * 1986-05-28 1987-12-04 Kobe Chutetsusho:Kk Treatment of sewage
JPS6438197A (en) * 1987-07-31 1989-02-08 Nishihara Env San Res Co Ltd Treatment of sewage
JPH01218683A (en) * 1988-02-27 1989-08-31 Nishihara Environ Sanit Res Corp Waste water treatment method

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5928525A (en) * 1982-07-19 1984-02-15 アレゲニ−・ラドラム・スチ−ル・コ−ポレ−シヨン Manufacture of cube-on-edge silicon steel
JPS61125494A (en) * 1984-11-22 1986-06-13 Nippon Kokan Kk <Nkk> Treatment of organic waste water
JPS61178092A (en) * 1985-02-01 1986-08-09 Unitika Ltd Treatment of sewage
JPS62279888A (en) * 1986-05-28 1987-12-04 Kobe Chutetsusho:Kk Treatment of sewage
JPS6438197A (en) * 1987-07-31 1989-02-08 Nishihara Env San Res Co Ltd Treatment of sewage
JPH01218683A (en) * 1988-02-27 1989-08-31 Nishihara Environ Sanit Res Corp Waste water treatment method

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